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

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Structure Number: 38765,  Location: 2MILES S.WELSH RD.3372C08 (Lat: 40.076656,  Lng: -75.044497),  Route carried "on" structure: State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 29,538 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,242 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PENNYPACK CREEK,  Facility Carried by Structure: BUSTLETON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.061,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $298,000,  Total Project Cost: $1,367,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38766,  Location: NEAR ASHTON ROAD 3482G01 (Lat: 40.061269,  Lng: -75.020608),  Route carried "on" structure: State highway ,  Year Built: 1953,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 10,847 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,139 (year 2032),  Design Load: HS 20,  Features Intersected: WOODEN BRIDGE RUN,  Facility Carried by Structure: WILLITS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.488,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  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: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $712,000,  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: 38767,  Location: .2MI.SE.WELSH RD. 3372F10 (Lat: 40.065689,  Lng: -75.025486),  Route carried "on" structure: State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 17,126 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,238 (year 2032),  Design Load: HS 20,  Features Intersected: CONRAIL;BUSTLETON BRANCH,  Facility Carried by Structure: WILLITS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.587,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  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: 38769,  Location: AT ALBURGER AVENUE3372C06 (Lat: 40.091758,  Lng: -75.047372),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 16,176 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,913 (year 2032),  Design Load: HS 20,  Features Intersected: PAULS RUN,  Facility Carried by Structure: WELSH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.342,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $373,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38773,  Location: I-95 & ACADEMY RD.3483A03 (Lat: 40.047958,  Lng: -75.999464),  Route carried "on" structure: State highway ,  Year Built: 1965,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 29,168 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,176 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 95,  Facility Carried by Structure: ACADEMY RD EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 63.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $268,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38775,  Location: NEAR COMLY ROAD 3373C06 (Lat: 40.089189,  Lng: -74.984983),  Route carried "on" structure: State highway ,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 12,543 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,137 (year 2032),  Design Load: HS 20,  Features Intersected: WALTONS RUN CREEK,  Facility Carried by Structure: ACADEMY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.860,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  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: 20.3m (66.6ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38777,  Location: NEAR NEWBERRY ROAD3373C06 (Lat: 40.091917,  Lng: -74.982153),  Route carried "on" structure: State highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 12,484 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,578 (year 2032),  Design Load: HS 20,  Features Intersected: BYBERRY CREEK,  Facility Carried by Structure: ACADEMY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.860,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38779,  Location: NEAR DUNGAN ROAD 3371K09 (Lat: 40.068986,  Lng: -75.067886),  Route carried "on" structure: State highway ,  Year Built: 1905,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 16,589 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,431 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CSX N.Y.SHORT LINE,  Facility Carried by Structure: RHAWN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.741,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 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: Good,  Superstructure: Very good,  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: 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: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 3878,  Location: .5MI.S.ROOSEVELT 3482D02 (Lat: 40.052564,  Lng: -75.039158),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 10,546 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,461 (year 2032),  Design Load: H 20,  Features Intersected: PENNYPACK CREEK,  Facility Carried by Structure: RHAWN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.765,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.90m (32.48ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $577,000

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Structure Number: 38781,  Location: .7MI.N.FRANKFORD 3482E03 (Lat: 40.049092,  Lng: -75.032728),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 10,546 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,461 (year 2032),  Design Load: HL 93,  Features Intersected: PENNYPACK CREEK,  Facility Carried by Structure: RHAWN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.765,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 54.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.90m (32.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: April 2019

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Structure Number: 38786,  Location: NEAR FRANKFORD AV.3373C10 (Lat: 40.065478,  Lng: -74.982278),  Route carried "on" structure: State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 12,333 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,881 (year 2032),  Design Load: HS 20,  Features Intersected: BYBERRY CREEK,  Facility Carried by Structure: KNIGHTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019

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Structure Number: 38788,  Location: FRANKLIN MILLS MAL3373E07 (Lat: 40.087225,  Lng: -74.971442),  Route carried "on" structure: State highway ,  Year Built: 1965,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 12,333 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,881 (year 2032),  Design Load: HS 20,  Features Intersected: WOODHAVEN RD,  Facility Carried by Structure: KNIGHTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.820,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $78,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $1,053,000,  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: 3879,  Location: BUCKS COUNTY LINE 3373G05 (Lat: 40.096833,  Lng: -74.958636),  Route carried "on" structure: State highway ,  Year Built: 1963,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 18,563 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,554 (year 2032),  Design Load: HS 20,  Features Intersected: POQUESSING CREEK,  Facility Carried by Structure: KNIGHTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.413,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 38791,  Location: NR.WINDCHESTERAVE.3482E01 (Lat: 40.057903,  Lng: -75.036511),  Route carried "on" structure: State highway ,  Year Built: 1918,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 17,075 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,250 (year 2032),  Design Load: H 20,  Features Intersected: PENNYPACK CREEK,  Facility Carried by Structure: HOLME AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.763,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: September 2021

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Structure Number: 38793,  Location: NEAR LONGFORD RD 3482G01 (Lat: 40.056444,  Lng: -75.023467),  Route carried "on" structure: State highway ,  Year Built: 1921,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 17,075 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,250 (year 2032),  Design Load: H 20,  Features Intersected: WOODEN BRIDGE RUN,  Facility Carried by Structure: HOLME AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.518,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $92,000,  Roadway Improvement Cost: $272,000,  Total Project Cost: $1,247,000

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Structure Number: 38794,  Location: PHILADELPHIA 3483A03 (Lat: 40.048711,  Lng: -74.998028),  Route carried "on" structure: State highway ,  Year Built: 1965,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 11,765 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,051 (year 2032),  Design Load: HS 20,  Features Intersected: INTERSTATE 95;RAMP G,  Facility Carried by Structure: LINDEN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.945,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $62,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $836,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38799,  Location: .5MI.EAST ROUTE 1 3372H09 (Lat: 40.074264,  Lng: -75.016986),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 31,773 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,522 (year 2032),  Design Load: HS 20,  Features Intersected: WOODEN BRIDGE RUN,  Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.509,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $153,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 388,  Location: 500FT.ASHTON RD 3372J09 (Lat: 40.071114,  Lng: -75.011200),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 31,773 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 41,522 (year 2032),  Design Load: HS 20,  Features Intersected: WOODEN BRIDGE RUN,  Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.509,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Underwater Inspection Date: June 2021

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Structure Number: 38801,  Location: .5MI.N.FRANKFORD 3373A10 (Lat: 40.064128,  Lng: -74.998378),  Route carried "on" structure: State highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 11,497 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,015 (year 2032),  Design Load: HS 20,  Features Intersected: BYBERRY CREEK,  Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.456,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  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 desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $741,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38802,  Location: .25MI.N.FRANKFORD 3483A01 (Lat: 40.062344,  Lng: -74.995231),  Route carried "on" structure: State highway ,  Year Built: 1963,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 11,497 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,015 (year 2032),  Design Load: HS 20,  Features Intersected: BYBERRY CREEK,  Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.456,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 76.2 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38805,  Location: .3MI.WEST OF US-1 3372K03 (Lat: 40.111069,  Lng: -75.000547),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 26,777 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,854 (year 2032),  Design Load: HS 20,  Features Intersected: BYBERRY CREEK,  Facility Carried by Structure: WOODHAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019

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Structure Number: 38824,  Location: NR.BETSY ROSS INTE3591G02 (Lat: 39.993669,  Lng: -75.080586),  Route carried "on" structure: State highway ,  Year Built: 1956,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 14,316 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,549 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: FRANKFORD CREEK,  Facility Carried by Structure: RICHMOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.120,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38829,  Location: NEAR ALLEGHENY AVE3590H01 (Lat: 39.999022,  Lng: -75.138683),  Route carried "on" structure: State highway ,  Year Built: 1918,  Status: Posted for load,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 8,101 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,062 (year 2032),  Design Load: H 20,  Features Intersected: CONRAIL;RICHMOND BRANCH,  Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.165,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 26.3 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: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $643,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3883,  Location: S.TIOGA ST;N.PHILA3480H10 (Lat: 40.003750,  Lng: -75.137622),  Route carried "on" structure: State highway ,  Year Built: 1922,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 9,363 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,971 (year 2032),  Design Load: HS 20,  Features Intersected: AMTRAK MAIN LINE N-S,  Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.183,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 66.2 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  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: 38831,  Location: 5TH STREET 3480J08 (Lat: 40.016000,  Lng: -75.134972),  Route carried "on" structure: State highway ,  Year Built: 1917,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 11,523 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,419 (year 2032),  Design Load: H 20,  Features Intersected: CONRAIL(TRACKS REMOVED),  Facility Carried by Structure: 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.215,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $64,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $862,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38833,  Location: ALLEGHENY AVE;6TH 3590H1 (Lat: 40.000203,  Lng: -75.140522),  Route carried "on" structure: State highway ,  Year Built: 1925,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 10,380 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,397 (year 2032),  Design Load: H 15,  Features Intersected: CONRAIL-RICHMOND BRANCH,  Facility Carried by Structure: 6TH ST&ALLEGHENY A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.534,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 70.4m (231.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38834,  Location: BTWN.33RD;31TH STS.3590A4 (Lat: 39.975014,  Lng: -75.187044),  Route carried "on" structure: State highway ,  Year Built: 1925,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 9,733 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,839 (year 2032),  Design Load: H 20,  Features Intersected: CSX;BELMONT BRANCH,  Facility Carried by Structure: GIRARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 86.2 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: $41,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $549,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38838,  Location: NR.HUNTING PARK AV3481F10 (Lat: 40.005386,  Lng: -75.092531),  Route carried "on" structure: State highway ,  Year Built: 1903,  Status: Posted for load,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 14,115 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,038 (year 2032),  Design Load: HS 20,  Features Intersected: FRANKFORD CREEK,  Facility Carried by Structure: FRANKFORD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.522,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  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,  Waterway Adequacy: Equal to present minimum 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: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2021,  Underwater Inspection Date: September 2017,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $87,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $1,170,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38842,  Location: NR.DELAWARE EXPWY 3591A05 (Lat: 39.972661,  Lng: -75.123069),  Route carried "on" structure: State highway ,  Year Built: 1968,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 1,363 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,053 (year 2032),  Design Load: HL 93,  Features Intersected: PILE SUPPORT SLAB,  Facility Carried by Structure: GIRARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.881,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.5 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: 33.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 38843,  Location: NR.DELAWARE EXPY. 3591A05 (Lat: 39.972778,  Lng: -75.121944),  Route carried "on" structure: State highway ,  Year Built: 1969,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 13.93m (45.70ft),  Average Daily Traffic: 1,363 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,106 (year 2032),  Design Load: HL 93,  Features Intersected: ARAMINGO AVE(SPUR A),  Facility Carried by Structure: GIRARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.881,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  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: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 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: 33.4 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 14.80m (48.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $108,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $1,463,000,  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: 38846,  Location: NR.DELAWARE AVE.3591A05 (Lat: 39.972250,  Lng: -75.123861),  Route carried "on" structure: State highway ,  Year Built: 1968,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 14,838 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,403 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: GIRARD AVE RELOC & I-95R,  Facility Carried by Structure: ARAMINGO AVE. (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 29 degrees,  Material/Design: Steel continuous,  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: 0.9m (3.0ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $499,000,  Total Project Cost: $2,289,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38857,  Location: NEAR 31ST ST. 3590A03 (Lat: 39.982175,  Lng: -75.184964),  Route carried "on" structure: State highway ,  Year Built: 1909,  Status: Posted for load,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 2,621 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,900 (year 2032),  Design Load: H 15,  Features Intersected: AMTRAK,  Facility Carried by Structure: CECIL B. MOORE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $677,000,  Total Project Cost: $3,104,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38889,  Location: N.PHILA.NAVY YARD 3700B07 (Lat: 39.900214,  Lng: -75.175286),  Route carried "on" structure: State highway 611,  Year Built: 1969,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 9,133 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,222 (year 2032),  Design Load: HS 20,  Features Intersected: I-95 RAMP A & RAMP C,  Facility Carried by Structure: BROAD STREET S.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 65.5m (214.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 38898,  Location: SW.PHILA/DARBY TWP3698K07 (Lat: 39.898625,  Lng: -75.254936),  Route carried "on" structure: State highway ,  Year Built: 1974,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 22,866 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,695 (year 2032),  Design Load: HS 20,  Features Intersected: DARBY CREEK,  Facility Carried by Structure: 84TH STR & HOOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.7m (3,279.9ft), Horizontal Clearance: 9999.9m (32,808.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 38899,  Location: DRINAGE CANAL 3698K07 (Lat: 39.896658,  Lng: -75.250853),  Route carried "on" structure: State highway ,  Year Built: 1915,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 22,866 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,695 (year 2032),  Design Load: H 15,  Features Intersected: SW DRAINAGE CANAL,  Facility Carried by Structure: 84TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.315,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 389,  Location: SEPTA & 84TH ST. 3699A08 (Lat: 39.892958,  Lng: -75.243953),  Route carried "on" structure: State highway ,  Year Built: 1974,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 22,866 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,695 (year 2032),  Design Load: HS 20,  Features Intersected: SEPTA & MARIO LANZA BLVD,  Facility Carried by Structure: 84TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.315,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $880,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing