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

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Structure Number: 8304,  Location: BTWN SOUTH CLIFF & WALKER (Lat: 40.856247,  Lng: -79.892608),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,500 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,600 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: CONNOQUENESSING CR,  Facility Carried by Structure: CENTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 8306,  Location: Btw West Penn & Wick St. (Lat: 40.865442,  Lng: -79.906089),  Route carried "on" structure: City street ,  Year Built: 1915,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,000 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,800 (year 2032),  Design Load: H 20,  Features Intersected: SULLIVAN RUN,  Facility Carried by Structure: MILLER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $481,000,  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: 8308,  Location: BTWN PINE & W PENN STS (Lat: 40.865625,  Lng: -79.908975),  Route carried "on" structure: City street ,  Year Built: 1934,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 300 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 420 (year 2035),  Design Load: HS 20,  Features Intersected: SULLIVAN RUN,  Facility Carried by Structure: NORTH SIXTH AVENUE
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: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $476,000,  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: 8309,  Location: 250' S of E Cunningham St (Lat: 40.859128,  Lng: -79.888514),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 6,900 (year 2012),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,660 (year 2032),  Design Load: HS 20,  Features Intersected: CONNOQUENESSING CR,  Facility Carried by Structure: SOUTH MONROE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 69.9 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2020,  Critical Feature Inspection Date: January 2021,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $171,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8312,  Location: At Inter. w/ Miller Ave. (Lat: 40.865158,  Lng: -79.905814),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,900 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,890 (year 2036),  Features Intersected: SULLIVAN RUN,  Facility Carried by Structure: WEST PENN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 10.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $476,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 44034,  Location: GEN. RICHARD BUTLER (Lat: 40.854564,  Lng: -79.896275),  Route carried "on" structure: State highway 8,  Year Built: 2006,  Status: Open,  Structure Length: 37.55m (123.20ft),  Average Daily Traffic: 17,893 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,625 (year 2032),  Design Load: HL 93,  Features Intersected: CONNOQ/QUARRY ST/RR'S
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 21.737,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 90.5m (296.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Other Special 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: 44473,  Location: Btw E. Cunn. & Maple Ave. (Lat: 40.857800,  Lng: -79.888492),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 8,000 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2032),  Design Load: HL 93,  Features Intersected: BUFF & PITT RR,  Facility Carried by Structure: S MONROE ST
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 45465,  Location: WAYNE STREET VIADUCT (Lat: 40.856142,  Lng: -79.891036),  Route carried "on" structure: State highway 356,  Year Built: 2009,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 7,315 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,864 (year 2032),  Design Load: HL 93,  Features Intersected: B&P,B&LE RRS; CONNOQ CR
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 27.476,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 48875,  Location: 0.4 Mi E SR 68 Intersect. (Lat: 40.858978,  Lng: -79.881797),  Route carried "on" structure: State highway ,  Year Built: 2014,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 3,821 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,958 (year 2032),  Design Load: HL 93,  Features Intersected: CONNOQUENESSING CREEK,  Facility Carried by Structure: SR 2004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.581,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 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: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 52609,  Location: 0.04 MI W OF BROAD ST (Lat: 40.862075,  Lng: -79.902983),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2035),  Design Load: HL 93,  Features Intersected: SULLIVAN RUN,  Facility Carried by Structure: WEST NEW CASTLE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.3 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: 38.2 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53498,  Location: 0.6 Mi W SR 8 Inter. (Lat: 40.861411,  Lng: -79.903975),  Route carried "on" structure: State highway 68,  Year Built: 2016,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 12,789 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,221 (year 2032),  Design Load: HL 93,  Features Intersected: SULLIVAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.343,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 59.0 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: 37.3 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 53505,  Location: 0.5 Mi E SR 356 Inter. (Lat: 40.853906,  Lng: -79.876661),  Route carried "on" structure: State highway ,  Year Built: 2016,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 1,159 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,609 (year 2032),  Design Load: HL 93,  Features Intersected: COAL RUN,  Facility Carried by Structure: SR 2002
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 69.7 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: 53.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal 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: 44034,  Location: GEN. RICHARD BUTLER (Lat: 40.854564,  Lng: -79.896275),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2005),  Truck Traffic: 10%,  Features Intersected: CONNOQ/QUARRY ST/RR'S,  Facility Carried by Structure: SR0008 NB&SB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 90.5m (296.9ft)

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Structure Number: 45465,  Location: WAYNE STREET VIADUCT (Lat: 40.856142,  Lng: -79.891036),  Route carried "under" structure: Business City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2009),  Features Intersected: B&P,B&LE RRS; CONNOQ CR,  Facility Carried by Structure: SR 0356 WAYNE ST.
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 45465,  Location: WAYNE STREET VIADUCT (Lat: 40.856142,  Lng: -79.891036),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2009),  Features Intersected: B&P,B&LE RRS; CONNOQ CR,  Facility Carried by Structure: SR 0356 WAYNE ST.
Minimum Vertical Clearance: 7.59m (24.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)