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

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Structure Number: 34314,  Location: NORTH FRANKLIN TOWNSHIP (Lat: 40.145692,  Lng: -80.268053),  Route carried "on" structure: State highway 18,  Year Built: 1934,  Status: Posted for load,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 5,496 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,509 (year 2042),  Design Load: HS 20,  Features Intersected: CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.545,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 39.9 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2019,  Other Special Inspection Date: November 2020,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $420,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34319,  Location: CANTON TOWNSHIP (Lat: 40.198250,  Lng: -80.269492),  Route carried "on" structure: State highway 18,  Year Built: 1938,  Year Reconstructed: 1981,  Status: Posted for load,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 9,567 (year 2022),  Truck Traffic: 26%,  Average Future Daily Traffic: 13,832 (year 2043),  Design Load: HS 20,  Features Intersected: CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.638,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 47.2 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $376,000,  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: 34336,  Location: AMWELL TOWNSHIP (Lat: 40.107453,  Lng: -80.203944),  Route carried "on" structure: US 19,  Year Built: 1965,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,525 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,739 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LITTLE TENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.962,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $237,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 34337,  Location: AMWELL TOWNSHIP (Lat: 40.108328,  Lng: -80.201886),  Route carried "on" structure: US 19,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,039 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,155 (year 2032),  Design Load: HS 20,  Features Intersected: BR. LITTLE TENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.304,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $160,000

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Structure Number: 34387,  Location: CITY OF WASHINGTON (Lat: 40.171222,  Lng: -80.255136),  Route carried "on" structure: US 40,  Year Built: 1943,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 11,898 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,430 (year 2032),  Features Intersected: CATFISH RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.721,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 5.4m (17.7ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34458,  Location: NORTH FRANKLIN TOWNSHIP (Lat: 40.153478,  Lng: -80.287347),  Route carried "on" structure: State highway ,  Year Built: 1960,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 560 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 726 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0070,  Facility Carried by Structure: TOWNSHIP ROAD 505
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: August 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $434,000,  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: 34461,  Location: NORTH FRANKLIN TOWNSHIP (Lat: 40.162144,  Lng: -80.277914),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 25,197 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 16,685 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 0040
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.389,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  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: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 80.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.90m (22.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $434,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34463,  Location: NORTH FRANKLIN TOWNSHIP (Lat: 40.162036,  Lng: -80.278272),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 24,481 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 16,320 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 0040
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.360,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 82.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.90m (22.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $805,000,  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: 34465,  Location: CANTON TOWNSHIP (Lat: 40.168069,  Lng: -80.275144),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 49,678 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 33,005 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.211,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $1,020,000

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Structure Number: 34467,  Location: CANTON TOWNSHIP (Lat: 40.170822,  Lng: -80.273053),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 17.34m (56.89ft),  Average Daily Traffic: 25,197 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 16,685 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 4051 & Alghy Val R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.995,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 43.3m (142.1ft),  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: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.40m (57.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $653,000,  Total Project Cost: $2,994,000,  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: 3447,  Location: CANTON TOWNSHIP (Lat: 40.170861,  Lng: -80.273278),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 13.14m (43.11ft),  Average Daily Traffic: 24,481 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 16,320 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 4051 & Alghy Val R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.992,  Lanes on structure: 2,  Lanes under 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: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.8m (137.1ft),  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: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.0 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.30m (43.64ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $499,000,  Total Project Cost: $2,289,000,  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: 34471,  Location: CANTON TOWNSHIP (Lat: 40.178164,  Lng: -80.266872),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 37,115 (year 2021),  Truck Traffic: 31%,  Average Future Daily Traffic: 33,005 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CATFISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.803,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: August 2021,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $523,000

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Structure Number: 34472,  Location: CANTON TOWNSHIP (Lat: 40.179742,  Lng: -80.265539),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 22,273 (year 2021),  Truck Traffic: 30%,  Average Future Daily Traffic: 16,685 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: TWP RD 957 (OHIO AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.803,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $912,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34473,  Location: CANTON TOWNSHIP (Lat: 40.179875,  Lng: -80.265725),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 14,842 (year 2021),  Truck Traffic: 32%,  Average Future Daily Traffic: 16,320 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: TWP RD 957 (OHIO AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.766,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 59.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $1,041,000,  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: 34474,  Location: CITY OF WASHINGTON (Lat: 40.181522,  Lng: -80.263511),  Route carried "on" structure: Interstate 70,  Year Built: 1993,  Status: Open,  Structure Length: 21.34m (70.01ft),  Average Daily Traffic: 22,273 (year 2021),  Truck Traffic: 30%,  Average Future Daily Traffic: 16,685 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 0018 & CITY STREETS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.475,  Lanes on structure: 2,  Lanes under structure: 28,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.7m (94.2ft),  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: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.40m (86.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $891,000,  Total Project Cost: $4,082,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34475,  Location: CITY OF WASHINGTON (Lat: 40.183767,  Lng: -80.258517),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 23,164 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 23,477 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: DONNAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.475,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.1 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $333,000,  Total Project Cost: $1,526,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 34477,  Location: CITY OF WASHINGTON (Lat: 40.181675,  Lng: -80.263697),  Route carried "on" structure: Interstate 70,  Year Built: 1993,  Status: Open,  Structure Length: 21.34m (70.01ft),  Average Daily Traffic: 14,842 (year 2021),  Truck Traffic: 32%,  Average Future Daily Traffic: 16,320 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 0018 & CITY STREETS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.445,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.40m (86.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $321,000,  Roadway Improvement Cost: $945,000,  Total Project Cost: $4,331,000,  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: 34478,  Location: CITY OF WASHINGTON (Lat: 40.184014,  Lng: -80.258439),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 34,575 (year 2021),  Truck Traffic: 35%,  Average Future Daily Traffic: 22,701 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: DONNAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.445,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 86.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $969,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3448,  Location: SOUTH STRABANE TOWNSHIP (Lat: 40.188497,  Lng: -80.246519),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 20,750 (year 2021),  Truck Traffic: 27%,  Average Future Daily Traffic: 36,310 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 8016
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.238,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $623,000,  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: 34482,  Location: SOUTH STRABANE TOWNSHIP (Lat: 40.187922,  Lng: -80.241400),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 20,750 (year 2021),  Truck Traffic: 27%,  Average Future Daily Traffic: 36,310 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 1009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.238,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.0 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: Equal to 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: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $595,000,  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: 34483,  Location: SOUTH STRABANE TOWNSHIP (Lat: 40.188719,  Lng: -80.246233),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 21,121 (year 2021),  Truck Traffic: 27%,  Average Future Daily Traffic: 37,510 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 8016
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.186,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  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: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $78,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $1,051,000,  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: 34485,  Location: SOUTH STRABANE TOWNSHIP (Lat: 40.188122,  Lng: -80.241328),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 21,121 (year 2021),  Truck Traffic: 27%,  Average Future Daily Traffic: 37,510 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 1009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.186,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $507,000,  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: 34544,  Location: AMWELL TOWNSHIP (Lat: 40.107558,  Lng: -80.202103),  Route carried "on" structure: Interstate 79,  Year Built: 1965,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 30,070 (year 2022),  Truck Traffic: 19%,  Average Future Daily Traffic: 14,641 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LITTLE TENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.313,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021

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Structure Number: 34547,  Location: AMWELL TOWNSHIP (Lat: 40.126933,  Lng: -80.209181),  Route carried "on" structure: Interstate 79,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 32,355 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 14,641 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BR. LITTLE TENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.737,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 44.5 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021

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Structure Number: 35165,  Location: CANTON & S STRABANE TWP. (Lat: 40.200792,  Lng: -80.264244),  Route carried "on" structure: State highway ,  Year Built: 1955,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 6,310 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,816 (year 2032),  Design Load: HS 20,  Features Intersected: CHARTIERS CREEK,  Facility Carried by Structure: SR 4020
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 35214,  Location: CHARTIERS TOWNSHIP (Lat: 40.207456,  Lng: -80.256161),  Route carried "on" structure: Spur State highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 6,961 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,188 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: ARDEN MINES RUN,  Facility Carried by Structure: SR 4049
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.422,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 99.8 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: 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 48 months,  Inspection Date: July 2018,  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: 35219,  Location: CANTON TOWNSHIP (Lat: 40.177386,  Lng: -80.271922),  Route carried "on" structure: State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 4,021 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,117 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CHARTIERS CREEK,  Facility Carried by Structure: SR 4051
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.987,  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: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $64,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35251,  Location: 400' WEST OF SR 18 (Lat: 40.198581,  Lng: -80.271744),  Route carried "on" structure: City street T582,  Year Built: 1964,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 200 (year 1993),  Average Future Daily Traffic: 600 (year 2010),  Design Load: HS 20,  Features Intersected: CHARTIERS CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.5m (14.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $28,000,  Deck Structure Type: Open Grating

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Structure Number: 35363,  Location: 400' WEST OF SR 3013 (Lat: 40.150789,  Lng: -80.269597),  Route carried "on" structure: City street T505,  Year Built: 1947,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 500 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 800 (year 2013),  Design Load: HS 20,  Features Intersected: CHARTIERS CREEK,  Facility Carried by Structure: GABBY BR (T-505)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 4.8m (15.7ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 19.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $116,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35365,  Location: 300' WEST OF SR 40 (Lat: 40.168322,  Lng: -80.251622),  Route carried "on" structure: City street WWHE,  Year Built: 1919,  Status: Posted for load,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 400 (year 2039),  Features Intersected: CHARTIERS CREEK TRIB,  Facility Carried by Structure: WEST WHEELING STR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Superstructure: Serious,  Substructure: Poor,  Channel: Fair,  Operating Rating: 12.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $290,000,  Total Project Cost: $1,328,000,  Deck Structure Type: Other

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Structure Number: 35366,  Location: 500' WEST OF SR 40 (Lat: 40.166861,  Lng: -80.250839),  Route carried "on" structure: City street WMD0,  Year Built: 2004,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,500 (year 1993),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,500 (year 1993),  Design Load: HS 20,  Features Intersected: CHARTIERS CREEK Trib.,  Facility Carried by Structure: WEST MAIDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $233,000,  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: 35395,  Location: AMWELL TOWNSHIP (Lat: 40.110800,  Lng: -80.201339),  Route carried "on" structure: Ramp State highway ,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,424 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,823 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BR. LITTLE TENMILE CREEK,  Facility Carried by Structure: SR 8005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Poor,  Culverts: Poor,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 35398,  Location: SOUTH STRABANE TOWNSHIP (Lat: 40.160928,  Lng: -80.193444),  Route carried "on" structure: State highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,663 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,448 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TRIB. LITTLE CHARTIERS C,  Facility Carried by Structure: SR 8011
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 35399,  Location: CITY OF WASHINGTON (Lat: 40.183644,  Lng: -80.260794),  Route carried "on" structure: Ramp State highway ,  Year Built: 1960,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 5,527 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,611 (year 2032),  Design Load: H 20,  Features Intersected: EAST WYLIE AVENUE,  Facility Carried by Structure: SR 8014
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  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: 14.0m (45.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $381,000,  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: 354,  Location: CITY OF WASHINGTON (Lat: 40.181667,  Lng: -80.265000),  Route carried "on" structure: State highway ,  Year Built: 1960,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,890 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,245 (year 2032),  Design Load: HS 20,  Features Intersected: SR 8014,  Facility Carried by Structure: ALLISON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.5 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: 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: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35401,  Location: SOUTH STRABANE TOWNSHIP (Lat: 40.188425,  Lng: -80.246619),  Route carried "on" structure: Ramp State highway ,  Year Built: 1996,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 9,967 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,811 (year 2032),  Design Load: H 20,  Features Intersected: SR 0070 & SR 8016,  Facility Carried by Structure: SR 8016
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.5m (169.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $133,000,  Roadway Improvement Cost: $393,000,  Total Project Cost: $2,579,000,  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: 39924,  Location: 500' SW OF SR18 INTERSECT (Lat: 40.176844,  Lng: -80.260467),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 500 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 670 (year 2033),  Design Load: H 20,  Features Intersected: CATFISH CREEK,  Facility Carried by Structure: BERTHEL AVENUE
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40695,  Location: AMWELL TOWNSHIP (Lat: 40.128578,  Lng: -80.209633),  Route carried "on" structure: Interstate 79,  Year Built: 1998,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 16,855 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,448 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 0019
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.737,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.5m (155.8ft),  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: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing