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

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Structure Number: 5286,  Location: NEAR STATE GAME LANDS #52 (Lat: 40.177156,  Lng: -75.928531),  Route carried "on" structure: Interstate 76,  Year Built: 1950,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 33,608 (year 2001),  Truck Traffic: 23%,  Average Future Daily Traffic: 40,264 (year 2030),  Design Load: HS 20,  Features Intersected: BRANCH CONESTOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $201,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34602,  Location: CALIFORNIA BOROUGH (Lat: 40.065039,  Lng: -79.901792),  Route carried "on" structure: State highway 88,  Year Built: 1990,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,831 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,156 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PIKE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.497,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum 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 48 months,  Inspection Date: September 2021

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Structure Number: 34693,  Location: WEST PIKE RUN TOWNSHIP (Lat: 40.081514,  Lng: -79.964386),  Route carried "on" structure: State highway 481,  Year Built: 1959,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,955 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,832 (year 2032),  Design Load: H 20,  Features Intersected: LITTLE PIKE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.366,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $291,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34972,  Location: CALIFORNIA BOROUGH (Lat: 40.092489,  Lng: -79.908775),  Route carried "on" structure: State highway ,  Year Built: 1976,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 3,103 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,155 (year 2032),  Design Load: HS 20,  Features Intersected: TOLL 43 SB,  Facility Carried by Structure: SR 2033
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.555,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 19.5m (64.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $122,000,  Roadway Improvement Cost: $358,000,  Total Project Cost: $1,641,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 34973,  Location: CALIFORNIA BOROUGH (Lat: 40.092411,  Lng: -79.905625),  Route carried "on" structure: State highway ,  Year Built: 1979,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 3,103 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,155 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TOLL 43 NB,  Facility Carried by Structure: SR 2033
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.149,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 18.3m (60.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 34982,  Location: WEST PIKE RUN TOWNSHIP (Lat: 40.054408,  Lng: -79.945625),  Route carried "on" structure: State highway ,  Year Built: 1928,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 180 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 329 (year 2032),  Design Load: H 15,  Features Intersected: LITTLE PIKE RUN,  Facility Carried by Structure: SR 2036
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.447,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $86,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34983,  Location: WEST PIKE RUN TOWNSHIP (Lat: 40.054642,  Lng: -79.945131),  Route carried "on" structure: State highway ,  Year Built: 1921,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 180 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 329 (year 2032),  Design Load: H 15,  Features Intersected: PIKE RUN,  Facility Carried by Structure: SR 2036
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.279,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 38.1 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: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $70,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $939,000

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Structure Number: 34984,  Location: WEST PIKE RUN TOWNSHIP (Lat: 40.052667,  Lng: -79.942367),  Route carried "on" structure: State highway ,  Year Built: 1984,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 180 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 329 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PIKE RUN,  Facility Carried by Structure: SR 2036
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.279,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 37.2 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  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: 34986,  Location: WEST PIKE RUN TOWNSHIP (Lat: 40.050739,  Lng: -79.937367),  Route carried "on" structure: State highway ,  Year Built: 1983,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 180 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 329 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: PIKE RUN,  Facility Carried by Structure: SR 2036
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.215,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $294,000,  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: 34987,  Location: CALIFORNIA & WEST PIKE R. (Lat: 40.052000,  Lng: -79.932317),  Route carried "on" structure: State highway ,  Year Built: 1989,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 312 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 684 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PIKE RUN,  Facility Carried by Structure: SR 2036
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.932,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  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: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  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: 34989,  Location: CALIFORNIA BOROUGH (Lat: 40.067642,  Lng: -79.923003),  Route carried "on" structure: State highway ,  Year Built: 1916,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,161 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 422 (year 2032),  Design Load: H 15,  Features Intersected: PIKE RUN,  Facility Carried by Structure: SR 2036
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $315,000

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Structure Number: 34993,  Location: FALLOWFIELD TOWNSHIP (Lat: 40.114497,  Lng: -79.941050),  Route carried "on" structure: State highway ,  Year Built: 1958,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,734 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 863 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0070,  Facility Carried by Structure: SR 2037
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $469,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35028,  Location: CALIFORNIA BOROUGH (Lat: 40.031453,  Lng: -79.907217),  Route carried "on" structure: State highway ,  Year Built: 1961,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 102 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 374 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 0040,  Facility Carried by Structure: SR 2079
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.856,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $244,000,  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: 35031,  Location: WEST PIKE RUN TOWNSHIP (Lat: 40.049869,  Lng: -79.934392),  Route carried "on" structure: State highway ,  Year Built: 1913,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 563 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 927 (year 2032),  Design Load: HS 20,  Features Intersected: PIKE RUN,  Facility Carried by Structure: SR 2081
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.594,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $45,000

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Structure Number: 35229,  Location: NEAR WEST BROWNSVILLE (Lat: 40.048333,  Lng: -79.915000),  Route carried "on" structure: State highway 43,  Year Built: 1990,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 4,051 (year 1995),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,151 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 2079;E MALDEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 15 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 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: 35231,  Location: SOUTH OF CALIFORNIA (Lat: 40.061078,  Lng: -79.902372),  Route carried "on" structure: State highway 88T,  Year Built: 1990,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 3,773 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,911 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 2073;PA TPK (TOLL 43),  Facility Carried by Structure: SR 2073; MALDEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.697,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 53.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 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: 35232,  Location: WEST OF CALIFORNIA (Lat: 40.068333,  Lng: -79.910000),  Route carried "on" structure: State highway 43,  Year Built: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 7,244 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,998 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: PIKE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019

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Structure Number: 35233,  Location: NEAR CALIFORNIA INTER. (Lat: 40.069675,  Lng: -79.907028),  Route carried "on" structure: State highway 43,  Year Built: 1975,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 3,193 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,848 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 2036; PIKE RUN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  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: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 71.7 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 desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35234,  Location: NEAR CALIFORNIA INTER. (Lat: 40.069672,  Lng: -79.907053),  Route carried "on" structure: State highway 43,  Year Built: 1975,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 4,051 (year 1995),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,151 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SR 2036; PIKE RUN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  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: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35237,  Location: INTERCHANGE 43 & 70 (Lat: 40.110000,  Lng: -79.923333),  Route carried "on" structure: State highway 43,  Year Built: 1990,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 3,193 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,848 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0070
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 4.90m (16.08ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35238,  Location: INTERCHANGE 43 & 70 (Lat: 40.110000,  Lng: -79.925000),  Route carried "on" structure: State highway 43,  Year Built: 1990,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 4,051 (year 1995),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,151 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0070
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.0 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: 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: 4.90m (16.08ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 40136,  Location: NORTH OF 43&70 INTER. (Lat: 40.101667,  Lng: -79.918056),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 17.59m (57.71ft),  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 651 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: PA TPK (TOLL 43),  Facility Carried by Structure: T-465 KENNEDY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 65.5m (214.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  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: 41983,  Location: 1MI. N OF I70 INTERCHANGE (Lat: 40.119444,  Lng: -79.927778),  Route carried "on" structure: Other road 43,  Year Built: 2000,  Status: Open,  Structure Length: 30.97m (101.61ft),  Average Daily Traffic: 5,633 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,324 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR2016,RR,MAPLE C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 82.9m (272.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 41984,  Location: 1MI. N OF I70 INTERCHANGE (Lat: 40.119444,  Lng: -79.927778),  Route carried "on" structure: Other road 43,  Year Built: 2000,  Status: Open,  Structure Length: 30.42m (99.80ft),  Average Daily Traffic: 5,533 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,194 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR2016,RR,MAPLE C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 81.7m (268.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 42223,  Location: CALIFORNIA BOROUGH (Lat: 40.079411,  Lng: -79.920522),  Route carried "on" structure: State highway ,  Year Built: 2003,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 682 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,279 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: GORBY RUN,  Facility Carried by Structure: SR2030
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.751,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 48714,  Location: 4.73 mi S from SR 0481 (Lat: 40.058681,  Lng: -79.925503),  Route carried "on" structure: State highway ,  Year Built: 2014,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 156 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 297 (year 2032),  Design Load: HL 93,  Features Intersected: Pike Run,  Facility Carried by Structure: SR 2079
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.419,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.7 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: 38.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 48829,  Location: 0.3 mi W from SR 0088 (Lat: 40.068064,  Lng: -79.909053),  Route carried "on" structure: State highway ,  Year Built: 2014,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,161 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 417 (year 2034),  Design Load: HL 93,  Features Intersected: Gorby Run,  Facility Carried by Structure: SR 2036
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.950,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.5 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: 38.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5286,  Location: 200' North of SR 2036 (Lat: 40.055131,  Lng: -79.931814),  Route carried "on" structure: City street /0,  Year Built: 2015,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 140 (year 2035),  Design Load: HL 93,  Features Intersected: PIKE RUN,  Facility Carried by Structure: Ventura Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 51.8 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: 39.9 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: Epoxy Coated Reinforcing

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Structure Number: 5403,  Location: WEST PIKE RUN TOWNSHIP (Lat: 40.051831,  Lng: -79.935381),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 180 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 304 (year 2039),  Design Load: HL 93,  Features Intersected: Pike Run,  Facility Carried by Structure: Pike Run Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.215,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.6 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: 56.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 54172,  Location: 0.2 mi E from SR 0481 (Lat: 40.125153,  Lng: -79.958128),  Route carried "on" structure: Interstate 70,  Year Built: 2017,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 12,394 (year 2022),  Truck Traffic: 23%,  Average Future Daily Traffic: 14,277 (year 2036),  Design Load: HL 93,  Features Intersected: SR 0481
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.364,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 52.8 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: 40.5 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 54221,  Location: 0.2 mi E from SR 0481 (Lat: 40.125108,  Lng: -79.957933),  Route carried "on" structure: Interstate 70,  Year Built: 2017,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 12,729 (year 2022),  Truck Traffic: 29%,  Average Future Daily Traffic: 14,660 (year 2036),  Design Load: HL 93,  Features Intersected: SR 0481
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.359,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 52.8 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: 40.5 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 57133,  Location: CALIFORNIA BOROUGH (Lat: 40.085056,  Lng: -79.924139),  Route carried "on" structure: State highway ,  Year Built: 2019,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 682 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 800 (year 2041),  Design Load: HL 93,  Features Intersected: Gorby Run,  Facility Carried by Structure: SR 2030
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.228,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 59.3 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: 39.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 34972,  Location: CALIFORNIA BOROUGH (Lat: 40.092489,  Lng: -79.908775),  Route carried "under" structure: Bypass Other road 43,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,051 (year 1995),  Truck Traffic: 10%,  Features Intersected: TOLL 43 SB,  Facility Carried by Structure: SR 2033
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 34973,  Location: CALIFORNIA BOROUGH (Lat: 40.092411,  Lng: -79.905625),  Route carried "under" structure: State highway 43,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 3,120 (year 1994),  Truck Traffic: 7%,  Features Intersected: TOLL 43 NB,  Facility Carried by Structure: SR 2033
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 34993,  Location: FALLOWFIELD TOWNSHIP (Lat: 40.114497,  Lng: -79.941050),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 12,729 (year 2022),  Truck Traffic: 29%,  Features Intersected: SR 0070,  Facility Carried by Structure: SR 2037
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 57.969,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 34993,  Location: FALLOWFIELD TOWNSHIP (Lat: 40.114497,  Lng: -79.941050),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 12,394 (year 2022),  Truck Traffic: 23%,  Features Intersected: SR 0070,  Facility Carried by Structure: SR 2037
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 57.985,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 35028,  Location: CALIFORNIA BOROUGH (Lat: 40.031453,  Lng: -79.907217),  Route carried "under" structure: US 40,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 4,799 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 0040,  Facility Carried by Structure: SR 2079
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 58.888,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 35028,  Location: CALIFORNIA BOROUGH (Lat: 40.031453,  Lng: -79.907217),  Route carried "under" structure: US 40,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 4,391 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 0040,  Facility Carried by Structure: SR 2079
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 58.881,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 35229,  Location: NEAR WEST BROWNSVILLE (Lat: 40.048333,  Lng: -79.915000),  Route carried "under" structure: State highway ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 418 (year 2022),  Truck Traffic: 20%,  Features Intersected: SR 2079;E MALDEN DR,  Facility Carried by Structure: PA TPK (TOLL43)
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 2.419,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 3523,  Location: NEAR WEST BROWNSVILLE (Lat: 40.048333,  Lng: -79.913333),  Route carried "under" structure: State highway ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 418 (year 2022),  Truck Traffic: 20%,  Features Intersected: SR 2079; MALDEN DR,  Facility Carried by Structure: PA TPK (TOLL43)
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.419,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 35231,  Location: SOUTH OF CALIFORNIA (Lat: 40.061078,  Lng: -79.902372),  Route carried "under" structure: State highway 43,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 7,244 (year 1995),  Truck Traffic: 8%,  Features Intersected: SR 2073;PA TPK (TOLL 43),  Facility Carried by Structure: SR 2073; MALDEN DR
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 35233,  Location: NEAR CALIFORNIA INTER. (Lat: 40.069675,  Lng: -79.907028),  Route carried "under" structure: State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,161 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR 2036; PIKE RUN DR,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 7.950,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 35234,  Location: NEAR CALIFORNIA INTER. (Lat: 40.069672,  Lng: -79.907053),  Route carried "under" structure: State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,161 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR 2036; PIKE RUN DR,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 6.31m (20.70ft),  Kilometerpoint: 7.950,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 35237,  Location: INTERCHANGE 43 & 70 (Lat: 40.110000,  Lng: -79.923333),  Route carried "under" structure: Interstate 70,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 15,007 (year 2021),  Truck Traffic: 29%,  Features Intersected: SR 0070,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 60.399,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 35237,  Location: INTERCHANGE 43 & 70 (Lat: 40.110000,  Lng: -79.923333),  Route carried "under" structure: Interstate 70,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 14,865 (year 2021),  Truck Traffic: 30%,  Features Intersected: SR 0070,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 7.18m (23.56ft),  Kilometerpoint: 60.375,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 35238,  Location: INTERCHANGE 43 & 70 (Lat: 40.110000,  Lng: -79.925000),  Route carried "under" structure: Interstate 70,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 15,007 (year 2021),  Truck Traffic: 29%,  Features Intersected: SR 0070,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 6.18m (20.28ft),  Kilometerpoint: 60.399,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 35238,  Location: INTERCHANGE 43 & 70 (Lat: 40.110000,  Lng: -79.925000),  Route carried "under" structure: Interstate 70,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 14,865 (year 2021),  Truck Traffic: 30%,  Features Intersected: SR 0070,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 6.28m (20.60ft),  Kilometerpoint: 60.375,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 40136,  Location: NORTH OF 43&70 INTER. (Lat: 40.101667,  Lng: -79.918056),  Route carried "under" structure: Ramp State highway 7043,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 4%,  Features Intersected: PA TPK (TOLL 43),  Facility Carried by Structure: T-465 KENNEDY RD
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)