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

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Structure Number: 13022,  Location: CUSSEWAGO TOWNSHIP (Lat: 41.822822,  Lng: -80.175067),  Route carried "on" structure: Interstate 79,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 9,368 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,671 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER T-871,HECKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.366,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $157,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13023,  Location: CUSSEWAGO TOWNSHIP (Lat: 41.822856,  Lng: -80.175889),  Route carried "on" structure: Interstate 79,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 9,193 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,433 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER T-871,HECKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.343,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $157,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13024,  Location: CUSSEWAGO TOWNSHIP (Lat: 41.832589,  Lng: -80.175289),  Route carried "on" structure: Interstate 79,  Year Built: 1969,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 9,368 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,671 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER SR 1008,IRISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.175,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.3 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $157,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13025,  Location: CUSSEWAGO TOWNSHIP (Lat: 41.832589,  Lng: -80.175906),  Route carried "on" structure: Interstate 79,  Year Built: 1968,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 9,193 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,433 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 1008,IRISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.156,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.8 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $157,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 13056,  Location: VENANGO TOWNSHIP (Lat: 41.831942,  Lng: -80.098842),  Route carried "on" structure: State highway 99,  Year Built: 1987,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,985 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,590 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER TORY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.880,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  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: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 82.6 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: 0.90m (2.95ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 15943,  Location: FRANKLIN TOWNSHIP (Lat: 41.902681,  Lng: -80.175250),  Route carried "on" structure: Interstate 79,  Year Built: 1969,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 9,780 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,246 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 3008,CRANE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.615,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $69,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15945,  Location: FRANKLIN TOWNSHIP (Lat: 41.902694,  Lng: -80.175883),  Route carried "on" structure: Interstate 79,  Year Built: 1969,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 12,450 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,907 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER SR 3008,CRANE ROAD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.617,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  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: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $69,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16142,  Location: WASHINGTON TOWNSHIP (Lat: 41.856925,  Lng: -80.121044),  Route carried "on" structure: State highway 99,  Year Built: 1930,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 3,819 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,001 (year 2032),  Design Load: HS 20,  Features Intersected: OVER CONNEAUTTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.896,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $153,000,  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: 16304,  Location: WASHINGTON TOWNSHIP (Lat: 41.889497,  Lng: -80.052164),  Route carried "on" structure: US 60,  Year Built: 1984,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 2,663 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,641 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OVER LITTLE CONNEAUTTEE,  Facility Carried by Structure: SR 3006,PLUM ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.971,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  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: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 65.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $102,000,  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: 16324,  Location: FRANKLIN TOWNSHIP (Lat: 41.934689,  Lng: -80.174372),  Route carried "on" structure: State highway ,  Year Built: 1969,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 650 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 816 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 3014,OLD ST.RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.205,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.80m (32.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $577,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16346,  Location: WASHINGTON TOWNSHIP (Lat: 41.863939,  Lng: -80.056981),  Route carried "on" structure: State highway ,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 524 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 265 (year 2032),  Design Load: HS 20,  Features Intersected: OVER LT CONNEAUTTEE CK,  Facility Carried by Structure: SR 3022,KINTER HL.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.417,  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: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  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: Meets minimum limits,  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: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $96,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 16487,  Location: 300 FT WEST OF SR 99 (Lat: 41.862767,  Lng: -80.124731),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 391 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 424 (year 2033),  Design Load: HS 20,  Features Intersected: CONNEAUTTEE CREEK,  Facility Carried by Structure: T-800 KINTER HILL
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: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16489,  Location: 400 FT EAST OF T-522 (Lat: 41.914975,  Lng: -80.074114),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 81 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 88 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE CONNEAUTTEE CREEK,  Facility Carried by Structure: T-409 LEACOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Open Grating

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Structure Number: 1649,  Location: 1500 FT NORTH OF SR 3008 (Lat: 41.906681,  Lng: -80.164800),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 380 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 412 (year 2033),  Design Load: HS 20,  Features Intersected: SHENANGO CREEK,  Facility Carried by Structure: T-448 FRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: July 2021

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Structure Number: 16492,  Location: 1 MILE EAST OF SR 99 (Lat: 41.849742,  Lng: -80.097272),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 31 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 34 (year 2033),  Design Load: HS 20,  Features Intersected: CONNEAUTTEE CREEK,  Facility Carried by Structure: T-518 BEASON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township 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: 14.6m (47.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Open Grating

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Structure Number: 16493,  Location: 500 FT NORTH OF T-989 (Lat: 41.894864,  Lng: -80.146028),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 64 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 69 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: SHENANGO CREEK,  Facility Carried by Structure: T-980 LAKE VIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township 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: 13.1m (43.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Open Grating

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Structure Number: 16517,  Location: 400 FT SW OF SR 99 (Lat: 41.873119,  Lng: -80.132964),  Route carried "on" structure: City street 7404,  Year Built: 1973,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,632 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,771 (year 2033),  Features Intersected: CONNEAUTTEE CREEK,  Facility Carried by Structure: ERIE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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 or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16518,  Location: 500 FT SW OF SR 99 (Lat: 41.870717,  Lng: -80.131722),  Route carried "on" structure: City street 7404,  Year Built: 1973,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 747 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 810 (year 2033),  Features Intersected: CONNEAUTTEE CREEK,  Facility Carried by Structure: WEST NORMAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $41,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40187,  Location: WASHINGTON TOWNSHIP (Lat: 41.879736,  Lng: -80.176511),  Route carried "on" structure: Interstate 79,  Year Built: 1998,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 12,450 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,907 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER SR 3006,6N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.209,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40274,  Location: WASHINGTON TOWNSHIP (Lat: 41.902506,  Lng: -80.156811),  Route carried "on" structure: State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,924 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,724 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER SNENANGO CREEK,  Facility Carried by Structure: SR 3008,CRANE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.469,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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: December 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: 40552,  Location: EDINBORO BOROUGH (Lat: 41.876242,  Lng: -80.135114),  Route carried "on" structure: US 60,  Year Built: 1999,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 10,026 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,575 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER CONNEAUTTEE CREEK,  Facility Carried by Structure: SR 3006,PLUM ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.376,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 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: 4056,  Location: WASHINGTON TOWNSHIP (Lat: 41.879744,  Lng: -80.175917),  Route carried "on" structure: Interstate 79,  Year Built: 1999,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 9,780 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,246 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER SR 3006,6N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.228,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 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: 41264,  Location: WASHINGTON TOWNSHIP (Lat: 41.902394,  Lng: -80.143742),  Route carried "on" structure: State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 1,924 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,724 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER CONNEAUTTEE CREEK,  Facility Carried by Structure: SR 3008,CRANE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.116,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  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: 3.00m (9.84ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 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: 41664,  Location: VENANGO TOWNSHIP (Lat: 41.832264,  Lng: -80.146694),  Route carried "on" structure: State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 828 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 818 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: OVER BOLES RUN,  Facility Carried by Structure: SR 1008,IRISH RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.081,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020

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Structure Number: 42879,  Location: WASHINGTON TOWNSHIP (Lat: 41.931500,  Lng: -80.083289),  Route carried "on" structure: State highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 658 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,277 (year 2032),  Design Load: HL 93,  Features Intersected: OVER LITTLE CONNEAUT CK.,  Facility Carried by Structure: SR 3014,OLD ST.RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.090,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  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: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  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: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 44939,  Location: WASHINGTON TOWNSHIP (Lat: 41.865361,  Lng: -80.058417),  Route carried "on" structure: State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 511 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 555 (year 2032),  Design Load: HL 93,  Features Intersected: BR.CONNEAUTTEE C,  Facility Carried by Structure: SR 3025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.893,  Lanes on structure: 2,  Owner: State 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: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4494,  Location: WASHINGTON TOWNSHIP (Lat: 41.865869,  Lng: -80.058053),  Route carried "on" structure: State highway ,  Year Built: 2008,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 511 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 555 (year 2032),  Design Load: HL 93,  Features Intersected: CUMMINGS CREEK,  Facility Carried by Structure: SR 3025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.893,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 45522,  Location: WASHINGTON TOWNSHIP (Lat: 41.894131,  Lng: -80.055222),  Route carried "on" structure: State highway ,  Year Built: 2009,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 511 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 555 (year 2032),  Design Load: HL 93,  Features Intersected: LT. CONNEAUTTEE,  Facility Carried by Structure: SHARP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.789,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 7.9m (25.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 46524,  Location: 1000 FT NORTH OF SR 99 (Lat: 41.856119,  Lng: -80.116536),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 444 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 482 (year 2033),  Design Load: HL 93,  Features Intersected: CONNEAUTTEE CREEK,  Facility Carried by Structure: T-508 PERRY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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: July 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: 46533,  Location: 750 FT EAST OF SR 3025 (Lat: 41.879831,  Lng: -80.053375),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 94 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 102 (year 2033),  Design Load: HL 93,  Features Intersected: LITTLE CONNEAUTTEE CREEK,  Facility Carried by Structure: CONNEAUTTEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 48843,  Location: WASHINGTON TWP. (Lat: 41.886286,  Lng: -80.142194),  Route carried "on" structure: Other road ,  Year Built: 2013,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 30 (year 2018),  Average Future Daily Traffic: 37 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: EDINBORO LAKE TRIB,  Facility Carried by Structure: HIGHLAND DR, T-995
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.9 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Wood or Timber

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Structure Number: 56891,  Location: 1 MI N OF DRAKES MILLS (Lat: 41.841472,  Lng: -80.081111),  Route carried "on" structure: City street 305,  Year Built: 2002,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 100 (year 2041),  Design Load: H 20,  Features Intersected: CONNEAUTTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 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: 13022,  Location: CUSSEWAGO TOWNSHIP (Lat: 41.822822,  Lng: -80.175067),  Route carried "under" structure: City street T871,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2002),  Features Intersected: OVER T-871,HECKER ROAD,  Facility Carried by Structure: SR 79,NB
Minimum Vertical Clearance: 4.09m (13.42ft),  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: 11.0m (36.1ft)

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Structure Number: 13023,  Location: CUSSEWAGO TOWNSHIP (Lat: 41.822856,  Lng: -80.175889),  Route carried "under" structure: City street T871,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2002),  Features Intersected: OVER T-871,HECKER ROAD,  Facility Carried by Structure: SR 79,SB
Minimum Vertical Clearance: 4.09m (13.42ft),  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: 11.0m (36.1ft)

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Structure Number: 13024,  Location: CUSSEWAGO TOWNSHIP (Lat: 41.832589,  Lng: -80.175289),  Route carried "under" structure: State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 828 (year 2022),  Truck Traffic: 3%,  Features Intersected: OVER SR 1008,IRISH ROAD,  Facility Carried by Structure: SR 79,NB
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 4.548,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 13025,  Location: CUSSEWAGO TOWNSHIP (Lat: 41.832589,  Lng: -80.175906),  Route carried "under" structure: State highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 828 (year 2022),  Truck Traffic: 3%,  Features Intersected: OVER SR 1008,IRISH ROAD,  Facility Carried by Structure: SR 79,SB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 4.548,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 11.6m (38.1ft)

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Structure Number: 15943,  Location: FRANKLIN TOWNSHIP (Lat: 41.902681,  Lng: -80.175250),  Route carried "under" structure: State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,127 (year 2020),  Truck Traffic: 3%,  Features Intersected: OVER SR 3008,CRANE ROAD,  Facility Carried by Structure: SR 79,NB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 15.883,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 15945,  Location: FRANKLIN TOWNSHIP (Lat: 41.902694,  Lng: -80.175883),  Route carried "under" structure: State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,127 (year 2020),  Truck Traffic: 3%,  Features Intersected: OVER SR 3008,CRANE ROAD.,  Facility Carried by Structure: SR 79,SB
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 15.883,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 16324,  Location: FRANKLIN TOWNSHIP (Lat: 41.934689,  Lng: -80.174372),  Route carried "under" structure: Interstate 79,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 12,450 (year 2021),  Truck Traffic: 10%,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 3014,OLD ST.RD.
Minimum Vertical Clearance: 5.45m (17.88ft),  Kilometerpoint: 9.537,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 16324,  Location: FRANKLIN TOWNSHIP (Lat: 41.934689,  Lng: -80.174372),  Route carried "under" structure: Interstate 79,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,780 (year 2021),  Truck Traffic: 10%,  Features Intersected: OVER SR 79,NB/SB,  Facility Carried by Structure: SR 3014,OLD ST.RD.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 9.568,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 40187,  Location: WASHINGTON TOWNSHIP (Lat: 41.879736,  Lng: -80.176511),  Route carried "under" structure: US 60,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 5,515 (year 2021),  Truck Traffic: 5%,  Features Intersected: OVER SR 3006,6N,  Facility Carried by Structure: SR 79,SB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 27.018,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 40187,  Location: WASHINGTON TOWNSHIP (Lat: 41.879736,  Lng: -80.176511),  Route carried "under" structure: US 60,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 5,515 (year 2021),  Truck Traffic: 5%,  Features Intersected: OVER SR 3006,6N,  Facility Carried by Structure: SR 79,SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 27.018,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 4056,  Location: WASHINGTON TOWNSHIP (Lat: 41.879744,  Lng: -80.175917),  Route carried "under" structure: US 60,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 5,515 (year 2021),  Truck Traffic: 5%,  Features Intersected: OVER SR 3006,6N,  Facility Carried by Structure: SR 79,NB
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 27.018,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 4056,  Location: WASHINGTON TOWNSHIP (Lat: 41.879744,  Lng: -80.175917),  Route carried "under" structure: US 60,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 5,515 (year 2021),  Truck Traffic: 5%,  Features Intersected: OVER SR 3006,6N,  Facility Carried by Structure: SR 79,NB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 27.018,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.0m (105.0ft)