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

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Structure Number: 629,  Location: BARGE BASIN (Lat: 40.533333,  Lng: -79.850000),  Route carried "on" structure: State highway 28,  Year Built: 1971,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 33.13m (108.69ft),  Average Daily Traffic: 19,394 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,180 (year 2032),  Design Load: HS 20,  Features Intersected: COAL CO RD & BARGE BASIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.137,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 93.3m (306.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.2 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,  Deck Geometry: Meets minimum limits,  Underclear: Superior 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: August 2021,  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: 1402,  Location: 1 1/2 MI.N. OF SR 0028 (Lat: 40.549978,  Lng: -79.858244),  Route carried "on" structure: State highway ,  Year Built: 1936,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,223 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,312 (year 2032),  Design Load: HS 20,  Features Intersected: GUYS RUN,  Facility Carried by Structure: GUYS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.624,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $206,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2317,  Location: DE09 DEER CREEK NO. 9 (Lat: 40.566192,  Lng: -79.857244),  Route carried "on" structure: City street ,  Year Built: 1892,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 251 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 354 (year 2039),  Design Load: HL 93,  Features Intersected: DEER CREEK,  Facility Carried by Structure: MCCLELLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 61.2 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: 47.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $118,000,  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: 259,  Location: 432001 OVER SQUAW RUN (Lat: 40.509314,  Lng: -79.887839),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,800 (year 2043),  Design Load: HS 20,  Features Intersected: SQUAW RUN,  Facility Carried by Structure: FIELD CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $44,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2591,  Location: 432002 0.1 MI N/ HUNT RD (Lat: 40.511611,  Lng: -79.892389),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,974 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,500 (year 2040),  Design Load: HS 20,  Features Intersected: SQUAW RUN,  Facility Carried by Structure: SQUAW RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $79,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2592,  Location: 432003 0.2 MI S/ SRRE (Lat: 40.515967,  Lng: -79.893664),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,974 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,500 (year 2047),  Design Load: HS 20,  Features Intersected: SQUAW RUN,  Facility Carried by Structure: SQUAW RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $84,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2593,  Location: 432004 0.5 MI N/ SRR (Lat: 40.520361,  Lng: -79.890764),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,041 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,175 (year 2045),  Design Load: HS 20,  Features Intersected: SQUAW RUN,  Facility Carried by Structure: SQUAW RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $79,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2594,  Location: SQ02 SQUAW RUN NO. 2 (Lat: 40.504561,  Lng: -79.883558),  Route carried "on" structure: County highway ,  Year Built: 1926,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 15,217 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,500 (year 2035),  Design Load: HL 93,  Features Intersected: SQUAW RUN,  Facility Carried by Structure: FOX CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 63.5 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: 49.2 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $211,000,  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: 2595,  Location: SQ03 SQUAW RUN #3, BRANCH (Lat: 40.526564,  Lng: -79.879608),  Route carried "on" structure: County highway ,  Year Built: 1958,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,429 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,900 (year 2037),  Design Load: HL 93,  Features Intersected: GLADE RUN,  Facility Carried by Structure: FOX CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.3 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: 41.8 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 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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $72,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3445,  Location: SR 18 NB O/ 8041 RAMP A (Lat: 40.709444,  Lng: -80.294553),  Route carried "on" structure: State highway 18,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 8,918 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,604 (year 2032),  Design Load: HS 20,  Features Intersected: SR 18 NB O/ 8041 RAMP A,  Facility Carried by Structure: FRANKFORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.909,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  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: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39996,  Location: 432005 ROCKWOOD ESTATE BR (Lat: 40.503000,  Lng: -79.883450),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1980,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 150 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 170 (year 2039),  Design Load: HS 20,  Features Intersected: SQUAW RUN,  Facility Carried by Structure: ROCKWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $43,000,  Deck Structure Type: Open Grating

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Structure Number: 48851,  Location: West of Indianola (Lat: 40.571667,  Lng: -79.856667),  Route carried "on" structure: State highway 910,  Year Built: 2013,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 8,013 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,187 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: WB-433
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.678,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.5 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: 39.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 53327,  Location: 1/2 MI. N. of SR 28 (Lat: 40.537931,  Lng: -79.850794),  Route carried "on" structure: State highway ,  Year Built: 2016,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,223 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,396 (year 2037),  Design Load: HL 93,  Features Intersected: GUYS RUN,  Facility Carried by Structure: GUYS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Good,  Culverts: 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: 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Wearing Surface/Protective System: Membrane: Preformed Fabric

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Structure Number: 53351,  Location: W. of Allegheny Val. int. (Lat: 40.554592,  Lng: -79.842531),  Route carried "on" structure: Interstate 76,  Year Built: 2016,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 33,531 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 45,724 (year 2030),  Design Load: HL 93,  Features Intersected: Deer Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.320,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 38.1m (125.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 38.1m (125.0ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.7 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: 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53763,  Location: 1028'N.OF FREEPORT RD. (Lat: 40.535856,  Lng: -79.848550),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,223 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,396 (year 2039),  Design Load: HL 93,  Features Intersected: Guys Run,  Facility Carried by Structure: GUYS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.6 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 629,  Location: BARGE BASIN (Lat: 40.533333,  Lng: -79.850000),  Route carried "under" structure: ServiceOther road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2006),  Truck Traffic: 1%,  Features Intersected: COAL CO RD & BARGE BASIN,  Facility Carried by Structure: SR 0028 NB
Minimum Vertical Clearance: 10.49m (34.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 93.3m (306.1ft)

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Structure Number: 629,  Location: BARGE BASIN (Lat: 40.533333,  Lng: -79.850000),  Route carried "under" structure: ServiceOther road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2006),  Truck Traffic: 1%,  Features Intersected: COAL CO RD & BARGE BASIN,  Facility Carried by Structure: SR 0028 NB
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 93.3m (306.1ft)