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

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Structure Number: 25675,  Location: COOLSPRING TOWNSHIP (Lat: 41.238028,  Lng: -80.243256),  Route carried "on" structure: State highway 58,  Year Built: 1959,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,582 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,918 (year 2032),  Design Load: HS 20,  Features Intersected: OVER MUNNEL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.398,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 23 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $30,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25676,  Location: MERCER BOROUGH (Lat: 41.224039,  Lng: -80.226581),  Route carried "on" structure: State highway 58,  Year Built: 1986,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 4,641 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,119 (year 2032),  Design Load: HS 20,  Features Intersected: OVER NESHANNOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.312,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 25677,  Location: FINDLEY TOWNSHIP (Lat: 41.200000,  Lng: -80.175000),  Route carried "on" structure: State highway 58,  Year Built: 1965,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 5,352 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,120 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 80 EB/WB,ZH CON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.321,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.50m (37.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $178,000,  Roadway Improvement Cost: $525,000,  Total Project Cost: $2,405,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25791,  Location: EAST LACKAWANNOCK TWP. (Lat: 41.192742,  Lng: -80.240878),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 14,257 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 17,657 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 19 NB/SB,PERRY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.286,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.5 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25792,  Location: EAST LACKAWANNOCK TWP. (Lat: 41.193053,  Lng: -80.240875),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 14,215 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 16,802 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 19 NB/SB,PERRY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.323,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25794,  Location: FINDLEY TOWNSHIP (Lat: 41.194122,  Lng: -80.222531),  Route carried "on" structure: Interstate 80,  Year Built: 1999,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 14,215 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 16,802 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER ABND'N.RR/NESHNK.CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.964,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: Equal to present desirable criteria,  Length Of Structure Improvement: 13.20m (43.31ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25796,  Location: FINDLEY TOWNSHIP (Lat: 41.194061,  Lng: -80.203567),  Route carried "on" structure: Interstate 80,  Year Built: 1965,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 14,257 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 17,657 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER SR 258,BUTLER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.528,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25797,  Location: FINDLEY TOWNSHIP (Lat: 41.194392,  Lng: -80.203964),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 14,215 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 16,802 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER SR 258,BUTLER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.572,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $151,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25821,  Location: EAST LACKAWANNOCK TWP. (Lat: 41.185600,  Lng: -80.267458),  Route carried "on" structure: State highway 158,  Year Built: 1965,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 1,684 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,888 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 80,EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.164,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.1 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.00m (36.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $804,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 25947,  Location: SPRINGFIELD TOWNSHIP (Lat: 41.167167,  Lng: -80.214656),  Route carried "on" structure: State highway ,  Year Built: 1904,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 223 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 271 (year 2032),  Design Load: HS 20,  Features Intersected: OVER MILL RUN,  Facility Carried by Structure: SR 2004,MILBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.991,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.2 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 corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $24,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25957,  Location: MERCER BOROUGH (Lat: 41.229333,  Lng: -80.229072),  Route carried "on" structure: State highway ,  Year Built: 1910,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 793 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,187 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER MUNNEL RUN,  Facility Carried by Structure: SR 2013,HOME ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 83.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $26,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25958,  Location: MERCER BOROUGH (Lat: 41.225878,  Lng: -80.224658),  Route carried "on" structure: State highway ,  Year Built: 1941,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 1,520 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,668 (year 2032),  Design Load: HS 20,  Features Intersected: OVER OTTER CREEK,  Facility Carried by Structure: SR 2014,SCRUBGRASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.291,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $137,000,  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: 25959,  Location: FINDLEY TOWNSHIP (Lat: 41.225275,  Lng: -80.216864),  Route carried "on" structure: State highway ,  Year Built: 1954,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 1,520 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,668 (year 2032),  Design Load: HS 20,  Features Intersected: OVER COOL SPRING,  Facility Carried by Structure: SR 2014,SCRUBGRASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.856,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal 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: April 2021,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $389,000,  Deck Structure Type: Closed Grating

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Structure Number: 26076,  Location: ORR ROAD,COOLSPRINGS TWP. (Lat: 41.238494,  Lng: -80.201819),  Route carried "on" structure: City street T499,  Year Built: 1928,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 117 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 160 (year 2039),  Design Load: H 10,  Features Intersected: OVER B.&L.E. RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  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: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Serious,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Total Project Cost: $2,739,000 ( Estimate for 2014),  Deck Structure Type: Open Grating

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Structure Number: 26077,  Location: E CORNELL RD COOLSPRINGS (Lat: 41.259086,  Lng: -80.225508),  Route carried "on" structure: City street 7201,  Year Built: 1985,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 632 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 880 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: OVER OTTER CREEK,  Facility Carried by Structure: BRIDGE 2010,T-539
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 - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 89.8 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 26096,  Location: OLD MERCER RD E.LACK TWP (Lat: 41.189358,  Lng: -80.228489),  Route carried "on" structure: City street 7204,  Year Built: 1922,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 341 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 480 (year 2039),  Design Load: H 15,  Features Intersected: OVER NESHANNOCK CREEK,  Facility Carried by Structure: BRIDGE 2606,T-401
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $265,000,  Total Project Cost: $1,000,  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: 26112,  Location: OAKLAND RD.,FINDLEY TWP. (Lat: 41.234086,  Lng: -80.218756),  Route carried "on" structure: City street 7206,  Year Built: 1965,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 594 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 830 (year 2038),  Design Load: HS 20,  Features Intersected: OVER OTTER CREEK,  Facility Carried by Structure: BRIDGE 2603,T-682
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Open Grating

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Structure Number: 26113,  Location: WOODLAND RD.,FINDLEY TWP. (Lat: 41.188203,  Lng: -80.202708),  Route carried "on" structure: City street 7206,  Year Built: 1986,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 79 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 110 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: OVER PINE RUN,  Facility Carried by Structure: BRIDGE 2633,T-698
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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal 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: August 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 26114,  Location: CRIBBS ROAD, FINDLEY TWP (Lat: 41.191617,  Lng: -80.187447),  Route carried "on" structure: City street 7206,  Year Built: 1994,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 48 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 70 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: OVER PINE RUN,  Facility Carried by Structure: BRIDGE 2631,T-724
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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal 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: July 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 26272,  Location: MILL RUN RD, SPRINGFIELD (Lat: 41.168833,  Lng: -80.208861),  Route carried "on" structure: City street 7226,  Year Built: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 71 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 100 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: OVER MILL CREEK,  Facility Carried by Structure: BRIDGE 3004,T-696
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: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: August 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26273,  Location: N.SPRING RD.SPRINGFIELD (Lat: 41.167450,  Lng: -80.194367),  Route carried "on" structure: City street 7226,  Year Built: 1922,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 111 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 160 (year 2039),  Design Load: H 20,  Features Intersected: OVER MILL RUN,  Facility Carried by Structure: BRIDGE 3011,T-722
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26275,  Location: OLD MERCER,SPRINGFIELD (Lat: 41.180175,  Lng: -80.219558),  Route carried "on" structure: City street 7226,  Year Built: 1988,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 140 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: OVER PINE RUN,  Facility Carried by Structure: BRIDGE 3001,T-674
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 26341,  Location: MCKINLEY AVE.MERCER BORO. (Lat: 41.226706,  Lng: -80.226064),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 298 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 420 (year 2038),  Design Load: H 20,  Features Intersected: OVER MUNNELL RUN,  Facility Carried by Structure: MCKINLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39593,  Location: COOLSPRINGS TOWNSHIP (Lat: 41.246492,  Lng: -80.220150),  Route carried "on" structure: US 62,  Year Built: 1997,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 3,975 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,649 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.230,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  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: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 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: 40148,  Location: FULLINGMILL RD.,JEFFERSON (Lat: 41.250800,  Lng: -80.303628),  Route carried "on" structure: City street 7211,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 585 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 820 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: OVER LACKAWANNOCK CREEK,  Facility Carried by Structure: BRIDGE 1904,T-555
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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 78.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4016,  Location: FINDLEY TOWNSHIP (Lat: 41.211233,  Lng: -80.227761),  Route carried "on" structure: State highway 258,  Year Built: 1998,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 2,635 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,158 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER NESHANNOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.580,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40216,  Location: FINDLEY TOWNSHIP (Lat: 41.193831,  Lng: -80.222647),  Route carried "on" structure: Interstate 80,  Year Built: 1998,  Status: Open,  Structure Length: 11.61m (38.09ft),  Average Daily Traffic: 14,257 (year 2021),  Truck Traffic: 44%,  Average Future Daily Traffic: 17,657 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER ABND'N.RR/NESHNK.CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.958,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.50m (41.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4428,  Location: SPRINGFIELD TOWNSHIP (Lat: 41.168458,  Lng: -80.226044),  Route carried "on" structure: State highway ,  Year Built: 2007,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 223 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 271 (year 2032),  Design Load: HL 93,  Features Intersected: NESHANNOCK CK,  Facility Carried by Structure: SR 2004,MILBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 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: 45672,  Location: FINDLEY TOWNSHIP (Lat: 41.190158,  Lng: -80.198150),  Route carried "on" structure: State highway 258,  Year Built: 2009,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 2,635 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,158 (year 2032),  Design Load: HL 93,  Features Intersected: PINE RUN,  Facility Carried by Structure: BUTLER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.131,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 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: 53936,  Location: JEFFERSON TOWNSHIP (Lat: 41.245956,  Lng: -80.301503),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 801 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 476 (year 2037),  Design Load: HL 93,  Features Intersected: LACKAWANNOCK CREEK,  Facility Carried by Structure: LAMOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.002,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.1m (20.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.1 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: 34.0 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: 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: 55939,  Location: COOLSPRING TOWNSHIP (Lat: 41.234567,  Lng: -80.238125),  Route carried "on" structure: US 19,  Year Built: 2018,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 5,859 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,929 (year 2032),  Design Load: HL 93,  Features Intersected: OVER MUNNEL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.090,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 42.4 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 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: 25677,  Location: FINDLEY TOWNSHIP (Lat: 41.200000,  Lng: -80.175000),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,257 (year 2021),  Truck Traffic: 44%,  Features Intersected: OVER SR 80 EB/WB,ZH CON,  Facility Carried by Structure: SR 58,GROVE CITY
Minimum Vertical Clearance: 6.50m (21.33ft),  Kilometerpoint: 29.810,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 25677,  Location: FINDLEY TOWNSHIP (Lat: 41.200000,  Lng: -80.175000),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,215 (year 2021),  Truck Traffic: 44%,  Features Intersected: OVER SR 80 EB/WB,ZH CON,  Facility Carried by Structure: SR 58,GROVE CITY
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 29.755,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 25791,  Location: EAST LACKAWANNOCK TWP. (Lat: 41.192742,  Lng: -80.240878),  Route carried "under" structure: US 19,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,189 (year 2022),  Truck Traffic: 12%,  Features Intersected: OVER SR 19 NB/SB,PERRY,  Facility Carried by Structure: SR 80,EB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 8.750,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 25791,  Location: EAST LACKAWANNOCK TWP. (Lat: 41.192742,  Lng: -80.240878),  Route carried "under" structure: US 19,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,189 (year 2022),  Truck Traffic: 12%,  Features Intersected: OVER SR 19 NB/SB,PERRY,  Facility Carried by Structure: SR 80,EB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 8.750,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 25792,  Location: EAST LACKAWANNOCK TWP. (Lat: 41.193053,  Lng: -80.240875),  Route carried "under" structure: US 19,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,189 (year 2022),  Truck Traffic: 12%,  Features Intersected: OVER SR 19 NB/SB,PERRY,  Facility Carried by Structure: SR 80,WB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 8.750,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 25792,  Location: EAST LACKAWANNOCK TWP. (Lat: 41.193053,  Lng: -80.240875),  Route carried "under" structure: US 19,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,189 (year 2022),  Truck Traffic: 12%,  Features Intersected: OVER SR 19 NB/SB,PERRY,  Facility Carried by Structure: SR 80,WB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 8.750,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 25796,  Location: FINDLEY TOWNSHIP (Lat: 41.194061,  Lng: -80.203567),  Route carried "under" structure: State highway 258,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 2,635 (year 2020),  Truck Traffic: 5%,  Features Intersected: OVER SR 258,BUTLER PIKE,  Facility Carried by Structure: SR 80,EB
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 15.778,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 25797,  Location: FINDLEY TOWNSHIP (Lat: 41.194392,  Lng: -80.203964),  Route carried "under" structure: State highway 258,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,635 (year 2020),  Truck Traffic: 5%,  Features Intersected: OVER SR 258,BUTLER PIKE,  Facility Carried by Structure: SR 80,WB
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 15.778,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 25821,  Location: EAST LACKAWANNOCK TWP. (Lat: 41.185600,  Lng: -80.267458),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,835 (year 2021),  Truck Traffic: 32%,  Features Intersected: OVER SR 80,EB/WB,  Facility Carried by Structure: SR 158,MERCER ROAD
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 20.920,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 25821,  Location: EAST LACKAWANNOCK TWP. (Lat: 41.185600,  Lng: -80.267458),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,595 (year 2021),  Truck Traffic: 37%,  Features Intersected: OVER SR 80,EB/WB,  Facility Carried by Structure: SR 158,MERCER ROAD
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 20.918,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)