Bridge Statistics for Steubenville, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 4100905,  Location: .68 M S OF MARKET ST (Lat: 40.351239,  Lng: -80.619239),  Route carried "on" structure: Ramp State highway 7,  Year Built: 1962,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 2,170 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,464 (year 2041),  Design Load: H 20,  Features Intersected: SR 7 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.331,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4100964,  Location: .7 MI N OF CONRAIL RR (Lat: 40.359211,  Lng: -80.612489),  Route carried "on" structure: City street WV2SP,  Year Built: 1905,  Status: Posted for load,  Structure Length: 54.69m (179.43ft),  Average Daily Traffic: 6,845 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,501 (year 2038),  Design Load: H 10,  Features Intersected: SR-7, RR & OHIO RIVER,  Facility Carried by Structure: MARKET ST-WVA2SPUR
Minimum Vertical Clearance: 4.12m (13.52ft),  Kilometerpoint: 0.843,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 22.6m (74.1ft), Horizontal Clearance: 20.7m (67.9ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 213.4m (700.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Serious,  Channel: Good,  Operating Rating: 3.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2021,  Underwater Inspection Date: August 2020,  Other Special Inspection Date: June 2021,  Deck Structure Type: Open Grating

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Structure Number: 4101014,  Location: 1.17 MI SOUTH OF SR 213 (Lat: 40.377939,  Lng: -80.615831),  Route carried "on" structure: State highway 7,  Year Built: 1993,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 19,919 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 27,648 (year 2035),  Design Load: HS 20,  Features Intersected: OVER WB. LANES U.S.22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.783,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4101057,  Location: AT US22-WB JCT W/ SR7-NB (Lat: 40.385461,  Lng: -80.632369),  Route carried "on" structure: State highway 7,  Year Built: 1955,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 18,865 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 26,185 (year 2035),  Design Load: H 15,  Features Intersected: WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.449,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021

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Structure Number: 4101065,  Location: 0.19 MI S OF JCT. SR 213 (Lat: 40.385000,  Lng: -80.632231),  Route carried "on" structure: State highway 7,  Year Built: 1992,  Status: Open,  Structure Length: 16.12m (52.89ft),  Average Daily Traffic: 18,865 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 26,185 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER US 22WB & WILLS CR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.417,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4101952,  Location: 1.33 MI. NORTH OF S.R.7 (Lat: 40.369031,  Lng: -80.633519),  Route carried "on" structure: City street BRADY,  Year Built: 1966,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.53m (21.42ft),  Average Daily Traffic: 24,528 (year 1996),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,322 (year 2016),  Design Load: HS 20+Mod,  Features Intersected: SR43 (MARKET ST),  Facility Carried by Structure: M 88 Brady Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 410196,  Location: 0.13 MI. W. OF STATE LINE (Lat: 40.375700,  Lng: -80.612889),  Route carried "on" structure: US 22,  Year Built: 1990,  Status: Open,  Structure Length: 59.88m (196.46ft),  Average Daily Traffic: 31,494 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 47,971 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SR7(VETS.MEM.BR@OHIO R)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 26.264,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 21.0m (68.9ft), Horizontal Clearance: 243.8m (799.9ft)),  Material/Design: Concrete,  Design/Construction: Stayed Girder,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 249.9m (819.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 59.89m (196.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: August 2020,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $226,200,000,  Roadway Improvement Cost: $450,200,000,  Total Project Cost: $267,520,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4101995,  Location: .38 MI N OF PENNA RR (Lat: 40.362081,  Lng: -80.622481),  Route carried "on" structure: Ramp State highway 43,  Year Built: 1975,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 2,030 (year 1988),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,818 (year 2008),  Design Load: HS 20,  Features Intersected: ADAM ST.RAMP B OVR RMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Preformed Fabric

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Structure Number: 4102002,  Location: .30 MI N OF S.R.7 (Lat: 40.362450,  Lng: -80.616619),  Route carried "on" structure: City street SIXTH,  Year Built: 1970,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,423 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,684 (year 2035),  Design Load: H 15,  Features Intersected: SR 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  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: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4102029,  Location: 0.30 MI. N. OF CONRAIL RR (Lat: 40.363189,  Lng: -80.622669),  Route carried "on" structure: Ramp State highway 43,  Year Built: 1975,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 1,000 (year 1983),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,457 (year 2003),  Design Load: H 20,  Features Intersected: SR 43 UNDER RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $244,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4102037,  Location: 0.92 MI N OF S.R.7 (Lat: 40.365519,  Lng: -80.627539),  Route carried "on" structure: City street LAWEX,  Year Built: 1975,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 3,911 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,384 (year 2035),  Design Load: H 20,  Features Intersected: SR-43,  Facility Carried by Structure: LAWSON AVE EXT.
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: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 8.93m (29.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Roadway Improvement Cost: $49,000,  Total Project Cost: $244,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4103123,  Location: 4.15 MI S OF SR 152 (Lat: 40.442550,  Lng: -80.664681),  Route carried "on" structure: State highway 213,  Year Built: 2017,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,400 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,400 (year 2036),  Design Load: HL 93,  Features Intersected: ISLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.516,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 77.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 4104048,  Location: 0.55 MI.W.LOVERS LANE (Lat: 40.392219,  Lng: -80.686819),  Route carried "on" structure: County highway T0385,  Year Built: 1991,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 734 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,416 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: U.S.22,  Facility Carried by Structure: TR 385(POWELLS LN)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.591,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 410408,  Location: 2.70 MI.E.SR 43 (Lat: 40.386931,  Lng: -80.679589),  Route carried "on" structure: US 22,  Year Built: 1991,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 10,873 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,092 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LOVERS LANE EXTENSION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.795,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 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: 4104099,  Location: 2.70 MI. E. SR 43 (Lat: 40.386831,  Lng: -80.679819),  Route carried "on" structure: US 22,  Year Built: 1991,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 10,873 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,092 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LOVERS LANE EXTENSION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.795,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 4104218,  Location: 1.62 MI E OF LOVERS LANE (Lat: 40.381719,  Lng: -80.651061),  Route carried "on" structure: City street SCOTT,  Year Built: 1992,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,711 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 37,161 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: U.S.R. 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4104242,  Location: 2.21 MI. E OF LOVERS LANE (Lat: 40.382681,  Lng: -80.640750),  Route carried "on" structure: US 22,  Year Built: 1992,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 29,808 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 41,374 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.384,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 4104277,  Location: 2.50 MI E OF LOVERS LANE (Lat: 40.385061,  Lng: -80.636100),  Route carried "on" structure: US 22,  Year Built: 1992,  Status: Open,  Structure Length: 14.05m (46.10ft),  Average Daily Traffic: 21,709 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 30,132 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RAMP E OVR.US 22 & CR 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.834,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 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: 4104315,  Location: 2.51 MI E LOVERS LANE (Lat: 40.385850,  Lng: -80.636261),  Route carried "on" structure: Ramp US 22,  Year Built: 1992,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 25,368 (year 2011),  Average Future Daily Traffic: 34,664 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: CO RD 43 UNDER RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.867,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 413003,  Location: JCT OF ISLCRK TR383 &CR43 (Lat: 40.386350,  Lng: -80.659161),  Route carried "on" structure: County highway C0043,  Year Built: 1924,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 196 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 272 (year 2035),  Design Load: HL 93,  Features Intersected: WILLS CREEK,  Facility Carried by Structure: CR43 ALIKANNA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.707,  Lanes on structure: 2,  Owner: County 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: 7.0m (23.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $45,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4130073,  Location: 3.2 miles W SR152 (Lat: 40.452811,  Lng: -80.683989),  Route carried "on" structure: County highway C0056,  Year Built: 1938,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 445 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 618 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SHELLEY RUN,  Facility Carried by Structure: Jeff CR56
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.955,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41308,  Location: 0.2-Mi S of CR28 (Lat: 40.316069,  Lng: -80.654819),  Route carried "on" structure: County highway C0074,  Year Built: 2019,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 565 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 620 (year 2039),  Design Load: HL 93,  Features Intersected: CROSS CREEK,  Facility Carried by Structure: CR 74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.074,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.3m (66.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 94.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4130805,  Location: 0.8 Mi SW of CR28 (Lat: 40.313000,  Lng: -80.660561),  Route carried "on" structure: County highway C0074,  Year Built: 2017,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 544 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 620 (year 2034),  Design Load: HL 93,  Features Intersected: Cross Creek,  Facility Carried by Structure: CR74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.189,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 413098,  Location: 0.3 NE of TR346 (Lat: 40.440981,  Lng: -80.692111),  Route carried "on" structure: County highway T371,  Year Built: 2017,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 100 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 130 (year 2011),  Design Load: HL 93,  Features Intersected: Island Creek,  Facility Carried by Structure: T0371
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $180,090,000,  Total Project Cost: $180,090,000

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Structure Number: 4131029,  Location: 0.29 M N INST TR370&TR371 (Lat: 40.439781,  Lng: -80.694089),  Route carried "on" structure: County highway T0373,  Year Built: 1900,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 209 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 290 (year 2035),  Design Load: HS 20,  Features Intersected: ISLAND CREEK,  Facility Carried by Structure: ISLAND CREEK TR373
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.150,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 7.3m (24.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4131916,  Location: .15 m up tweed ave (Lat: 40.347369,  Lng: -80.634350),  Route carried "on" structure: County highway T178A,  Year Built: 1930,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 734 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,019 (year 2035),  Features Intersected: TRIBUTARY OF PERMARS RUN,  Facility Carried by Structure: TR178A Tweed ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4100905,  Location: .68 M S OF MARKET ST (Lat: 40.351239,  Lng: -80.619239),  Route carried "under" structure: State highway 7,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 7,539 (year 2015),  Truck Traffic: 14%,  Features Intersected: RAMP B -TO FOURTH ST
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 25.331,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 4100964,  Location: .7 MI N OF CONRAIL RR (Lat: 40.359211,  Lng: -80.612489),  Route carried "under" structure: State highway 7,  Year Built: 1905,  Structure Length: 0. m,  Average Daily Traffic: 11,029 (year 2016),  Truck Traffic: 19%,  Features Intersected: MARKET ST BR OVER SR7,  Facility Carried by Structure: MARKET ST-WVA2SPUR
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 26.425,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Suspension,  Length of Maximum Span: 213.4m (700.1ft)

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Structure Number: 4101014,  Location: 1.17 MI SOUTH OF SR 213 (Lat: 40.377939,  Lng: -80.615831),  Route carried "under" structure: US 22,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 30,613 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR 7 SB & RAMP A,  Facility Carried by Structure: SR 7 SB & RAMP A
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 25.770,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 4101065,  Location: 0.19 MI S OF JCT. SR 213 (Lat: 40.385000,  Lng: -80.632231),  Route carried "under" structure: US 22,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 30,613 (year 2015),  Truck Traffic: 12%,  Features Intersected: SR 7 S BOUND,  Facility Carried by Structure: SR 7 S.B.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 24.092,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 4101952,  Location: 1.33 MI. NORTH OF S.R.7 (Lat: 40.369031,  Lng: -80.633519),  Route carried "under" structure: State highway 43,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 22,566 (year 2015),  Truck Traffic: 1%,  Features Intersected: RAMP B (BRADY AVENUE),  Facility Carried by Structure: SR 22
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 410196,  Location: 0.13 MI. W. OF STATE LINE (Lat: 40.375700,  Lng: -80.612889),  Route carried "under" structure: State highway 7,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 19,919 (year 2015),  Truck Traffic: 14%,  Features Intersected: US22-APPR.SPANS TO R.BR.,  Facility Carried by Structure: US 22
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 28.405,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Stayed Girder,  Length of Maximum Span: 249.9m (819.9ft)

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Structure Number: 4101995,  Location: .38 MI N OF PENNA RR (Lat: 40.362081,  Lng: -80.622481),  Route carried "under" structure: Ramp State highway 43,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,030 (year 1988),  Features Intersected: RAMP A TO MARKET STREET
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 1.014,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 4102002,  Location: .30 MI N OF S.R.7 (Lat: 40.362450,  Lng: -80.616619),  Route carried "under" structure: State highway 43,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 6,977 (year 2015),  Truck Traffic: 1%,  Features Intersected: SIXTH ST(SUBWAY),  Facility Carried by Structure: SIXTH ST.
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 4102029,  Location: 0.30 MI. N. OF CONRAIL RR (Lat: 40.363189,  Lng: -80.622669),  Route carried "under" structure: State highway 43,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 8,975 (year 2015),  Truck Traffic: 1%,  Features Intersected: RAMP B OVER SR 43
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.014,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 4102037,  Location: 0.92 MI N OF S.R.7 (Lat: 40.365519,  Lng: -80.627539),  Route carried "under" structure: State highway 43,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 13,245 (year 2015),  Truck Traffic: 1%,  Features Intersected: LAWSON AVE EXT.(SUBWAY),  Facility Carried by Structure: LAWSON AVE EXT.
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 1.481,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 4104048,  Location: 0.55 MI.W.LOVERS LANE (Lat: 40.392219,  Lng: -80.686819),  Route carried "under" structure: US 22,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 19,752 (year 2015),  Truck Traffic: 11%,  Features Intersected: T.R.385(POWELLS LANE)SUB,  Facility Carried by Structure: TR 385(POWELLS LN)
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 18.926,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 410408,  Location: 2.70 MI.E.SR 43 (Lat: 40.386931,  Lng: -80.679589),  Route carried "under" structure: County highway LVRLN,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 1,876 (year 2015),  Truck Traffic: 4%,  Features Intersected: U.S.22,  Facility Carried by Structure: U.S.22 WB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.028,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 4104099,  Location: 2.70 MI. E. SR 43 (Lat: 40.386831,  Lng: -80.679819),  Route carried "under" structure: County highway LVRLN,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 1,876 (year 2015),  Truck Traffic: 4%,  Features Intersected: U.S.22,  Facility Carried by Structure: U.S.22 EB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 4104218,  Location: 1.62 MI E OF LOVERS LANE (Lat: 40.381719,  Lng: -80.651061),  Route carried "under" structure: US 22,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 26,773 (year 2015),  Truck Traffic: 10%,  Features Intersected: JOHN SCOTT HIGHWAY(SUB),  Facility Carried by Structure: JOHN SCOTT HIGHWAY
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 22.418,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 4104277,  Location: 2.50 MI E OF LOVERS LANE (Lat: 40.385061,  Lng: -80.636100),  Route carried "under" structure: Ramp US 22,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 1,275 (year 1992),  Truck Traffic: 57%,  Features Intersected: US 22 & CR 43 UNDER RAMP
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 23.850,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 4104315,  Location: 2.51 MI E LOVERS LANE (Lat: 40.385850,  Lng: -80.636261),  Route carried "under" structure: County highway 43,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 196 (year 2015),  Truck Traffic: 9%,  Features Intersected: CR 43,  Facility Carried by Structure: US 22 RAMP F
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 1.030,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)