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

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Structure Number: 1086,  Location: OVER SR 4014 (Lat: 40.520056,  Lng: -80.061081),  Route carried "on" structure: Interstate 279,  Year Built: 1988,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 28,966 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,342 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4014, GASS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.070,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  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: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 191,  Location: @ INTER.W/BRAUNLICH DR. (Lat: 40.529472,  Lng: -80.008794),  Route carried "on" structure: US 19T,  Year Built: 1946,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 39,652 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,434 (year 2032),  Design Load: HS 20,  Features Intersected: MCKNIGHT RUN,  Facility Carried by Structure: MCKNIGHT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.355,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 1928,  Location: 738' SOUTHEAST OF SR 4011 (Lat: 40.504525,  Lng: -79.988742),  Route carried "on" structure: State highway ,  Year Built: 1929,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 11,703 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,328 (year 2032),  Design Load: HS 20,  Features Intersected: GIRTYS RUN,  Facility Carried by Structure: BABCOCK BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.252,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 1929,  Location: 200' SOUTHEAST OF SR 4011 (Lat: 40.505511,  Lng: -79.990181),  Route carried "on" structure: State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 11,703 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,328 (year 2032),  Design Load: HS 20,  Features Intersected: GIRTYS RUN,  Facility Carried by Structure: BABCOCK BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.252,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 193,  Location: 750' WEST OF SR 4011 (Lat: 40.505897,  Lng: -79.992161),  Route carried "on" structure: State highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 8,894 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,364 (year 2032),  Design Load: HS 20,  Features Intersected: BR.GIRTYS RUN,  Facility Carried by Structure: PEOPLES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.899,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: 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 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $120,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1943,  Location: UNION AVE. OVER I-279 (Lat: 40.516361,  Lng: -80.053456),  Route carried "on" structure: State highway ,  Year Built: 1987,  Status: Open,  Structure Length: 12.74m (41.80ft),  Average Daily Traffic: 8,124 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 49,042 (year 2032),  Design Load: HS 20,  Features Intersected: I-279 NB&SB,  Facility Carried by Structure: UNION AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.894,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 76.8m (252.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.70m (41.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 199,  Location: LR 246 SPUR C1 OVER 1021 (Lat: 40.502914,  Lng: -80.026539),  Route carried "on" structure: State highway ,  Year Built: 1986,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 15,556 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,268 (year 2032),  Design Load: HS 20,  Features Intersected: LR 1021-4 NB SB HOV I279,  Facility Carried by Structure: PERRYSVILLE AVE RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 2201,  Location: 116003 ROSS TOWNSHIP (Lat: 40.513611,  Lng: -80.003028),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 400 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 470 (year 2041),  Design Load: HL 93,  Features Intersected: GIRTYS RUN,  Facility Carried by Structure: BROOKVIEW LN
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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  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: 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: 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: 1.80m (5.91ft),  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: 2202,  Location: PD03 JACKS RUN NO. 3 (Lat: 40.507136,  Lng: -80.037097),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 4,631 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: SR0279,  Facility Carried by Structure: JACKS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 84.4 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.30m (20.67ft),  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: 2203,  Location: PD04 BELLEVUE RD BRIDGE (Lat: 40.507325,  Lng: -80.039222),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 3,523 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2026),  Design Load: HS 20,  Features Intersected: SR 0279,  Facility Carried by Structure: BELLEVUE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 53.9m (176.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.60m (24.93ft),  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: 2204,  Location: PS10 PINE CRK # 10,S BR (Lat: 40.552108,  Lng: -79.999642),  Route carried "on" structure: County highway ,  Year Built: 1941,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,520 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,520 (year 2026),  Design Load: HS 20,  Features Intersected: PINE CREEK,SOUTH BRANCH,  Facility Carried by Structure: MCINTYRE 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: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $79,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2205,  Location: GI14 GIRTYS RUN NO. 14 (Lat: 40.515692,  Lng: -80.009928),  Route carried "on" structure: Alternate County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 4,408 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,487 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: GIRTYS RUN,  Facility Carried by Structure: CEMETERY LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 75.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 2206,  Location: XP05 LEVI BIRD DUFF BRG (Lat: 40.508881,  Lng: -80.046678),  Route carried "on" structure: County highway ,  Year Built: 1983,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 25.30m (83.01ft),  Average Daily Traffic: 5,500 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,000 (year 2025),  Design Load: HS 20,  Features Intersected: I-279 PKWY N,SPRUCE RUN,  Facility Carried by Structure: CORNELL AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 61.0m (200.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  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: 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,  Length Of Structure Improvement: 25.30m (83.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $1,042,000,  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: 4727,  Location: PS01 PINE CREEK, SOUTH BR (Lat: 40.549667,  Lng: -79.997758),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 16,520 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,000 (year 2025),  Design Load: HL 93,  Features Intersected: PINE CREEK SOUTH,  Facility Carried by Structure: THOMPSON RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  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: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.2 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: 32.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: 1078,  Location: OVER HOV LANE @ PARK&RIDE (Lat: 40.505856,  Lng: -80.030931),  Route carried "under" structure: Interstate 279,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 103 (year 2021),  Truck Traffic: 6%,  Features Intersected: I-279 - HOV LANE,  Facility Carried by Structure: RAYMOND E WILT HW
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 7.495,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 1086,  Location: OVER SR 4014 (Lat: 40.520056,  Lng: -80.061081),  Route carried "under" structure: State highway ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 3,944 (year 2022),  Truck Traffic: 1%,  Features Intersected: SR 4014, GASS RD,  Facility Carried by Structure: SR 0279 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 1088,  Location: OVER LR 02089 (Lat: 40.519833,  Lng: -80.061264),  Route carried "under" structure: State highway ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 3,944 (year 2022),  Truck Traffic: 1%,  Features Intersected: SR 4014, GASS RD,  Facility Carried by Structure: RAYMOND E WILT HW
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1904,  Location: OVER 02328 & GIRTY'S RUN (Lat: 40.522000,  Lng: -80.005506),  Route carried "under" structure: State highway ,  Year Built: 1946,  Structure Length: 0. m,  Average Daily Traffic: 16,480 (year 2021),  Truck Traffic: 7%,  Features Intersected: BABCOCK BLVD,GIRDY'S RUN,  Facility Carried by Structure: MCKNIGHT RD
Minimum Vertical Clearance: 11.79m (38.68ft),  Kilometerpoint: 0.776,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1943,  Location: UNION AVE. OVER I-279 (Lat: 40.516361,  Lng: -80.053456),  Route carried "under" structure: Interstate 279,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 31,475 (year 2021),  Truck Traffic: 8%,  Features Intersected: I-279 NB&SB,  Facility Carried by Structure: UNION AV
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 11.132,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 1943,  Location: UNION AVE. OVER I-279 (Lat: 40.516361,  Lng: -80.053456),  Route carried "under" structure: Interstate 279,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 28,966 (year 2021),  Truck Traffic: 7%,  Features Intersected: I-279 NB&SB,  Facility Carried by Structure: UNION AV
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 199,  Location: LR 246 SPUR C1 OVER 1021 (Lat: 40.502914,  Lng: -80.026539),  Route carried "under" structure: Interstate 279,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 25,504 (year 2020),  Truck Traffic: 5%,  Features Intersected: LR 1021-4 NB SB HOV I279,  Facility Carried by Structure: PERRYSVILLE AVE RP
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 7.905,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 199,  Location: LR 246 SPUR C1 OVER 1021 (Lat: 40.502914,  Lng: -80.026539),  Route carried "under" structure: Interstate 279,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 103 (year 2021),  Truck Traffic: 6%,  Features Intersected: LR 1021-4 NB SB HOV I279,  Facility Carried by Structure: PERRYSVILLE AVE RP
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 7.495,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 199,  Location: LR 246 SPUR C1 OVER 1021 (Lat: 40.502914,  Lng: -80.026539),  Route carried "under" structure: Interstate 279,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 25,917 (year 2020),  Truck Traffic: 4%,  Features Intersected: LR 1021-4 NB SB HOV I279,  Facility Carried by Structure: PERRYSVILLE AVE RP
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 2202,  Location: PD03 JACKS RUN NO. 3 (Lat: 40.507136,  Lng: -80.037097),  Route carried "under" structure: Interstate 279,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 25,917 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR0279,  Facility Carried by Structure: JACKS RUN RD
Minimum Vertical Clearance: 8.18m (26.84ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 2202,  Location: PD03 JACKS RUN NO. 3 (Lat: 40.507136,  Lng: -80.037097),  Route carried "under" structure: Interstate 279,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 25,504 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR0279,  Facility Carried by Structure: JACKS RUN RD
Minimum Vertical Clearance: 8.18m (26.84ft),  Kilometerpoint: 9.487,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 2203,  Location: PD04 BELLEVUE RD BRIDGE (Lat: 40.507325,  Lng: -80.039222),  Route carried "under" structure: Interstate 279,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 25,917 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 0279,  Facility Carried by Structure: BELLEVUE RD
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 2203,  Location: PD04 BELLEVUE RD BRIDGE (Lat: 40.507325,  Lng: -80.039222),  Route carried "under" structure: Interstate 279,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 25,504 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 0279,  Facility Carried by Structure: BELLEVUE RD
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 9.487,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 2206,  Location: XP05 LEVI BIRD DUFF BRG (Lat: 40.508881,  Lng: -80.046678),  Route carried "under" structure: Interstate 279,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 25,917 (year 2020),  Truck Traffic: 4%,  Features Intersected: I-279 PKWY N,SPRUCE RUN,  Facility Carried by Structure: CORNELL AV
Minimum Vertical Clearance: 13.56m (44.49ft),  Kilometerpoint: 10.461,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 2206,  Location: XP05 LEVI BIRD DUFF BRG (Lat: 40.508881,  Lng: -80.046678),  Route carried "under" structure: Interstate 279,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 25,504 (year 2020),  Truck Traffic: 5%,  Features Intersected: I-279 PKWY N,SPRUCE RUN,  Facility Carried by Structure: CORNELL AV
Minimum Vertical Clearance: 13.56m (44.49ft),  Kilometerpoint: 10.300,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)