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

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Structure Number: 35123,  Location: ROBINSON TOWNSHIP (Lat: 40.403214,  Lng: -80.306992),  Route carried "on" structure: State highway ,  Year Built: 1929,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 312 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 350 (year 2032),  Design Load: HS 20,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: SR 4009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.387,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: 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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $124,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35145,  Location: MOUNT PLEASANT TOWNSHIP (Lat: 40.341169,  Lng: -80.330558),  Route carried "on" structure: State highway ,  Year Built: 1938,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,053 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 684 (year 2032),  Design Load: H 20,  Features Intersected: CHERRY RUN,  Facility Carried by Structure: SR 4015
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.035,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  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: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $62,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35146,  Location: SMITH TOWNSHIP (Lat: 40.347683,  Lng: -80.333978),  Route carried "on" structure: State highway ,  Year Built: 1912,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 851 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,013 (year 2032),  Features Intersected: BULGER RUN,  Facility Carried by Structure: SR 4015
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.832,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $55,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35306,  Location: 200' WEST OF SR 4015 (Lat: 40.340853,  Lng: -80.331047),  Route carried "on" structure: City street T799,  Year Built: 1887,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 40 (year 1993),  Average Future Daily Traffic: 40 (year 2010),  Design Load: H 15,  Features Intersected: RACCOON CREEK
Minimum Vertical Clearance: 3.28m (10.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $18,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 35328,  Location: SOUTH OF SR4026 OFF RT22 (Lat: 40.418044,  Lng: -80.340717),  Route carried "on" structure: City street T611,  Year Built: 1932,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 100 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 70 (year 2010),  Features Intersected: SAINT PATRICK RUN,  Facility Carried by Structure: TOWNSHIP ROAD 611
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $56,000,  Total Project Cost: $257,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35329,  Location: 200' EAST OF FOLEY RD (Lat: 40.401425,  Lng: -80.321558),  Route carried "on" structure: City street T839,  Year Built: 1904,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 40 (year 2014),  Average Future Daily Traffic: 40 (year 2034),  Design Load: HL 93,  Features Intersected: RACCOON CREEK trib,  Facility Carried by Structure: VALLEYVIEW ROAD
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: 3.0m (9.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: 36.0 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $113,000,  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: 3533,  Location: 700' WEST OF TR 839 (Lat: 40.403750,  Lng: -80.339325),  Route carried "on" structure: City street T506,  Year Built: 1904,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 20 (year 2019),  Average Future Daily Traffic: 20 (year 2039),  Design Load: HS 20,  Features Intersected: RACCOON CREEK TRIB,  Facility Carried by Structure: Maple Grove Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 2.7m (8.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $146,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 44014,  Location: Over SR 0022 (Lat: 40.424492,  Lng: -80.312839),  Route carried "on" structure: State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 312 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 350 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0022,  Facility Carried by Structure: SR 4009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.706,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 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: 4535,  Location: ROBINSON TWP (Lat: 40.424267,  Lng: -80.317828),  Route carried "on" structure: Ramp Interstate 576,  Year Built: 2006,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: HS 20,  Features Intersected: RAMP RE OVER SR 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 45351,  Location: ROBINSON TWP (Lat: 40.424086,  Lng: -80.319272),  Route carried "on" structure: Ramp Interstate 576,  Year Built: 2004,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: HS 20,  Features Intersected: RAMP S OVER SR 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 91.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 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: 45352,  Location: ROBINSON TWP (Lat: 40.425350,  Lng: -80.317972),  Route carried "on" structure: Ramp Interstate 576,  Year Built: 2006,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: HL 93,  Features Intersected: SR 4004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 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: 45353,  Location: ROBINSON TWP (Lat: 40.425350,  Lng: -80.317972),  Route carried "on" structure: Ramp Interstate 576,  Year Built: 2006,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: HS 20,  Features Intersected: SR 4004
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: 14.0m (45.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 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: 55893,  Location: 1.23 miles south of SR 22 (Lat: 40.407194,  Lng: -80.308278),  Route carried "on" structure: State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 312 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 380 (year 2038),  Design Load: HL 93,  Features Intersected: PA TPK 0576,  Facility Carried by Structure: SR 4009(CANDOR RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.387,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.5m (146.0ft),  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: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 48.6 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: 36.3 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: Better than 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 44014,  Location: Over SR 0022 (Lat: 40.424492,  Lng: -80.312839),  Route carried "under" structure: US 22,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 10,723 (year 2020),  Truck Traffic: 13%,  Features Intersected: SR 0022,  Facility Carried by Structure: SR 4009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.807,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 44014,  Location: Over SR 0022 (Lat: 40.424492,  Lng: -80.312839),  Route carried "under" structure: US 22,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 10,465 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 0022,  Facility Carried by Structure: SR 4009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.776,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 4535,  Location: ROBINSON TWP (Lat: 40.424267,  Lng: -80.317828),  Route carried "under" structure: US 22,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 10,465 (year 2020),  Truck Traffic: 11%,  Features Intersected: RAMP RE OVER SR 22,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 6.08m (19.95ft),  Kilometerpoint: 17.669,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 4535,  Location: ROBINSON TWP (Lat: 40.424267,  Lng: -80.317828),  Route carried "under" structure: US 22,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 10,723 (year 2020),  Truck Traffic: 13%,  Features Intersected: RAMP RE OVER SR 22,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 6.13m (20.11ft),  Kilometerpoint: 17.683,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 45351,  Location: ROBINSON TWP (Lat: 40.424086,  Lng: -80.319272),  Route carried "under" structure: US 22,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 10,465 (year 2020),  Truck Traffic: 11%,  Features Intersected: RAMP S OVER SR 22,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 6.24m (20.47ft),  Kilometerpoint: 17.669,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 45351,  Location: ROBINSON TWP (Lat: 40.424086,  Lng: -80.319272),  Route carried "under" structure: US 22,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 10,723 (year 2020),  Truck Traffic: 13%,  Features Intersected: RAMP S OVER SR 22,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 17.683,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 45352,  Location: ROBINSON TWP (Lat: 40.425350,  Lng: -80.317972),  Route carried "under" structure: State highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 1,173 (year 2021),  Truck Traffic: 6%,  Features Intersected: SR 4004,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 18.678,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 45353,  Location: ROBINSON TWP (Lat: 40.425350,  Lng: -80.317972),  Route carried "under" structure: Ramp State highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 1,173 (year 2021),  Truck Traffic: 6%,  Features Intersected: SR 4004,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 5.34m (17.52ft),  Kilometerpoint: 18.678,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)