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

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Structure Number: 439,  Location: 2 N HEIDLERSBURG/BERMUDIA (Lat: 39.980281,  Lng: -77.154614),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 375 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 525 (year 2030),  Design Load: HS 20,  Features Intersected: BERMUDIAN CREEK,  Facility Carried by Structure: OXFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1762,  Location: 300' NW OF SR 88 (Lat: 40.365136,  Lng: -80.023825),  Route carried "on" structure: State highway ,  Year Built: 1900,  Year Reconstructed: 1920,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 12,242 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,208 (year 2032),  Design Load: HS 20,  Features Intersected: SAW MILL RUN,  Facility Carried by Structure: CASTLE SHANNON BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.920,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.5 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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $71,000

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Structure Number: 1764,  Location: 200'W.OF INTER.W/SR 0088 (Lat: 40.355753,  Lng: -80.028692),  Route carried "on" structure: State highway ,  Year Built: 1983,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 15,011 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,283 (year 2032),  Design Load: HS 20,  Features Intersected: PAT TROLLEY # 9830,  Facility Carried by Structure: CONNOR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.292,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 62.6 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $284,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2569,  Location: 416002 AT ROUTE 88 (Lat: 40.373997,  Lng: -80.006661),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,750 (year 2039),  Features Intersected: SAW MILL RUN,  Facility Carried by Structure: KILLARNEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.3m (1.0ft)

Condition: Channel: Poor,  Culverts: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $62,000

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Structure Number: 8543,  Location: .25 MI.E.OF EBENSBURG (Lat: 40.483383,  Lng: -78.713642),  Route carried "on" structure: State highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 2,079 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,068 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: HOWELLS RUN,  Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8545,  Location: 2 MI.E.OF EBENSBURG (Lat: 40.499600,  Lng: -78.686797),  Route carried "on" structure: State highway ,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 2,079 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,068 (year 2032),  Design Load: HS 20,  Features Intersected: R. J. CORMAN RAILROAD,  Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.552,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Bridge Improvement Cost: $89,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $1,200,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8619,  Location: 0.01 MILE EAST OF PA 403 (Lat: 40.285856,  Lng: -78.920064),  Route carried "on" structure: State highway ,  Year Built: 1937,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 5,881 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,985 (year 2032),  Design Load: HS 20,  Features Intersected: STONY CREEK RIVER,  Facility Carried by Structure: SR 3006
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $627,000,  Total Project Cost: $2,874,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 8623,  Location: 2.25 MI.E.OF KRING (Lat: 40.261581,  Lng: -78.875492),  Route carried "on" structure: State highway ,  Year Built: 1969,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 7,085 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,035 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 219,  Facility Carried by Structure: SR 3006
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.969,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  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: 9.9m (32.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.20m (30.18ft),  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: 13233,  Location: UNION TOWNSHIP (Lat: 41.545942,  Lng: -80.112494),  Route carried "on" structure: State highway ,  Year Built: 1962,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 827 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 923 (year 2032),  Design Load: HS 20,  Features Intersected: OVER CONNEAUT CREEK,  Facility Carried by Structure: SR 2005,SHAWS LAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.260,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46063,  Location: Grove Rd & Rt 88 (Lat: 40.366944,  Lng: -80.014733),  Route carried "on" structure: ServiceCity street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,131 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,000 (year 2039),  Design Load: HL 93,  Features Intersected: Saw Mill Run,  Facility Carried by Structure: Grove Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 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: 1.4m (4.6ft),  Right: 0.2m (0.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 94.3 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020