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

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Structure Number: 7900384,  Location: 0.94 MI W OF JCT SR250 (Lat: 40.392981,  Lng: -81.361200),  Route carried "on" structure: Ramp US 36,  Year Built: 1969,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.53m (18.14ft),  Average Daily Traffic: 5,650 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 6,020 (year 2038),  Design Load: HS 20,  Features Intersected: COL&OH R RR(TRENTON CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.745,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 48.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7900392,  Location: 0.94 MI W OF JCT SR250 (Lat: 40.395000,  Lng: -81.362561),  Route carried "on" structure: Ramp US 36,  Year Built: 1969,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 7.37m (24.18ft),  Average Daily Traffic: 3,400 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,148 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: US 36(TRENTON AVE CONN)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.745,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  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: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7900422,  Location: 0.18 MI W OF JCT US250 (Lat: 40.402439,  Lng: -81.352989),  Route carried "on" structure: Ramp US 36,  Year Built: 1969,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 7,250 (year 1973),  Average Future Daily Traffic: 10,063 (year 1993),  Design Load: H 20,  Features Intersected: RAMP J OVER RJ CORMAN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.2m (30.2ft)

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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7900457,  Location: 0.18 MI W OF JCT US250 (Lat: 40.403239,  Lng: -81.352800),  Route carried "on" structure: US 36,  Year Built: 1969,  Status: Open,  Structure Length: 6.96m (22.83ft),  Average Daily Traffic: 1,647 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,286 (year 2035),  Design Load: H 20,  Features Intersected: RJ CORMAN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 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 or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7900481,  Location: 0.18 MI W OF JCT US250 (Lat: 40.402950,  Lng: -81.352831),  Route carried "on" structure: US 36,  Year Built: 1969,  Status: Open,  Structure Length: 6.96m (22.83ft),  Average Daily Traffic: 1,647 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,286 (year 2035),  Design Load: H 20,  Features Intersected: RJ CORMAN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 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 or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

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: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7900511,  Location: ON RAMP J AT JCT. US 250 (Lat: 40.402469,  Lng: -81.349100),  Route carried "on" structure: Ramp US 36,  Year Built: 1969,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 1,000 (year 1974),  Average Future Daily Traffic: 1,388 (year 1994),  Design Load: H 20,  Features Intersected: BIG STILLWATER CR(RAMP J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.242,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Cathodic Protection

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Structure Number: 7900546,  Location: 7.72 MI. E. OF JCT. SR416 (Lat: 40.404511,  Lng: -81.349431),  Route carried "on" structure: Ramp US 250,  Year Built: 1969,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 11,500 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 2,286 (year 2041),  Design Load: HS 20,  Features Intersected: US 250EB TO US 36WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.148,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  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: Latex Concrete

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Structure Number: 790057,  Location: 7.72 MI. E. OF JCT SR416 (Lat: 40.404339,  Lng: -81.349400),  Route carried "on" structure: US 250,  Year Built: 1969,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 3,294 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,572 (year 2035),  Design Load: HS 20,  Features Intersected: OVER US 250 EB LOOP RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.599,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  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: 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: Meets minimum limits,  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: Latex Concrete

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Structure Number: 79006,  Location: 0.39 MI. E. OF JCT. US 36 (Lat: 40.404600,  Lng: -81.341989),  Route carried "on" structure: US 250,  Year Built: 1969,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,996 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STILLWATER CR AND CO RD6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.194,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  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: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  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: 58.3 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7900635,  Location: 0.39 MI. E. OF JCT. US 36 (Lat: 40.404431,  Lng: -81.341981),  Route carried "on" structure: US 250,  Year Built: 1969,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,996 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: STILLWATER CR AND CO RD6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.194,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  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: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.69m (28.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: July 2017,  Roadway Improvement Cost: $21,000,  Total Project Cost: $105,000,  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: 7905378,  Location: 1.51 MI. W. OF JCT. US36 (Lat: 40.423839,  Lng: -81.359800),  Route carried "on" structure: City street T0286,  Year Built: 1967,  Status: Open,  Structure Length: 5.99m (19.65ft),  Average Daily Traffic: 750 (year 1972),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,649 (year 1992),  Design Load: HL 93,  Features Intersected: US 250--SR 800,  Facility Carried by Structure: US 250
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.166,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 76.1 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: 58.6 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,  Underclear: High priority of corrective action,  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: 7905408,  Location: WITHIN INTCH. US36&250 (Lat: 40.402939,  Lng: -81.348700),  Route carried "on" structure: Ramp US 250,  Year Built: 1966,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.50m (21.33ft),  Average Daily Traffic: 6,130 (year 1983),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,508 (year 2003),  Design Load: HS 20,  Features Intersected: BIG STILLWATER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.196,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.48m (31.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $475,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $587,000,  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: 7905432,  Location: WITHIN INTCH.US36&250 (Lat: 40.402839,  Lng: -81.348850),  Route carried "on" structure: Ramp County highway 610,  Year Built: 1952,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.50m (21.33ft),  Average Daily Traffic: 6,130 (year 1983),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,508 (year 2003),  Design Load: HS 20,  Features Intersected: BIG STILLWATER CR,  Facility Carried by Structure: RAMP US36 TO US250
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.196,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.48m (31.10ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: July 2017,  Bridge Improvement Cost: $475,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $587,000,  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: 7931263,  Location: 0.1 MI SW OF NEWPORT (Lat: 40.357489,  Lng: -81.343539),  Route carried "on" structure: County highway C0028,  Year Built: 2009,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,600 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,221 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BRANCH OF STILLWATER CK,  Facility Carried by Structure: MILL TWP CR 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 94.0 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: 55.1 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: Better than present minimum 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,  Membrane: Preformed Fabric

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Structure Number: 7931352,  Location: 02 MI SE OF SR250 JCT (Lat: 40.426189,  Lng: -81.365719),  Route carried "on" structure: County highway C0062,  Year Built: 1958,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 4,798 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,660 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STILLWATER CREEK,  Facility Carried by Structure: MILL TWP CR 62
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.01m (26.28ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: March 2017,  Bridge Improvement Cost: $596,278,000,  Roadway Improvement Cost: $5,000,000,  Total Project Cost: $70,000,000,  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: 7931425,  Location: 1 MI. SE OF CO RD 34 JCT. (Lat: 40.348331,  Lng: -81.337211),  Route carried "on" structure: County highway T0292,  Year Built: 1992,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 113 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 157 (year 2035),  Design Load: HS 20,  Features Intersected: BIG STILLWATER CREEK,  Facility Carried by Structure: MILL TWP. RD. 292
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 77.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 793169,  Location: 0.3 MI NE OF CR 28 (Lat: 40.360600,  Lng: -81.340619),  Route carried "on" structure: County highway C0037,  Year Built: 2015,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 123 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 171 (year 2035),  Design Load: HL 93,  Features Intersected: STILLWATER CREEK,  Facility Carried by Structure: MILL TWP CR 37
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.5m (70.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 42.1 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: 32.4 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: Equal to present desirable criteria,  Deck Geometry: Better than 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: May 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: 7937091,  Location: 500 FT S.W. OF JCT CR-64 (Lat: 40.426750,  Lng: -81.355661),  Route carried "on" structure: City street JOHDR,  Year Built: 1999,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 1,619 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,247 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STILLWATER CREEK,  Facility Carried by Structure: JOHNSON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.288,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 42.1 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: 32.4 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than 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,  Membrane: Preformed Fabric

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Structure Number: 7937199,  Location: 0.1 MI SW OF CO RD 64 JCT (Lat: 40.402919,  Lng: -81.339861),  Route carried "on" structure: City street EASAV,  Year Built: 1925,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 1,340 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,860 (year 2035),  Features Intersected: LITTLE STILLWATER CREEK,  Facility Carried by Structure: EASTPORT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.320,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 68.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $20,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7937369,  Location: 1.2 MI S OF SR 36 & SR250 (Lat: 40.388100,  Lng: -81.347111),  Route carried "on" structure: City street TREAV,  Year Built: 1928,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 3,871 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,373 (year 2035),  Features Intersected: BIG STILLWATER CREEK,  Facility Carried by Structure: TRENTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.304,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 48.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $150,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 793752,  Location: UHRICHSVILLE E CORP LINE (Lat: 40.393119,  Lng: -81.338350),  Route carried "on" structure: City street 4TH,  Year Built: 1908,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 2,453 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,405 (year 2035),  Features Intersected: LITTLE STILLWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.336,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.4 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7937695,  Location: UHRICHSVILLE E CORP LINE (Lat: 40.392419,  Lng: -81.338100),  Route carried "on" structure: City street CNTR,  Year Built: 1903,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 1,743 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,419 (year 2035),  Features Intersected: LITTLE STILLWATER CREEK,  Facility Carried by Structure: CENTER ST&DENN COR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.497,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7937857,  Location: UHRICHSVILLE CORP LINE (Lat: 40.390500,  Lng: -81.335769),  Route carried "on" structure: County highway 604,  Year Built: 1941,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,957 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,716 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: LITTLE STILLWATER CREEK,  Facility Carried by Structure: 1ST ST & DENN CORP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.481,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  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: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7960395,  Location: 0.8 MI S OF SR 36 & SR250 (Lat: 40.392400,  Lng: -81.346681),  Route carried "on" structure: City street WATER,  Year Built: 1975,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 5,471 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,594 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OHIO CENTRAL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.465,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 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: 7961324,  Location: UHRICHSVILLE DOWNTOWN (Lat: 40.390969,  Lng: -81.347331),  Route carried "on" structure: City street W3RD,  Year Built: 1985,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,022 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,419 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: BIG STILLWATER CREEK,  Facility Carried by Structure: WEST 3RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.449,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 38.9 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: 9.7 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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7900392,  Location: 0.94 MI W OF JCT SR250 (Lat: 40.395000,  Lng: -81.362561),  Route carried "under" structure: US 36,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 8,752 (year 2015),  Truck Traffic: 12%,  Features Intersected: TRENTON AVE CONNCTOR(SUB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 27.745,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 7900546,  Location: 7.72 MI. E. OF JCT. SR416 (Lat: 40.404511,  Lng: -81.349431),  Route carried "under" structure: US 250,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,647 (year 2015),  Truck Traffic: 13%,  Features Intersected: CONNECTOR OVER US 250EB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 35.148,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 790057,  Location: 7.72 MI. E. OF JCT SR416 (Lat: 40.404339,  Lng: -81.349400),  Route carried "under" structure: US 250,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 2,358 (year 2015),  Truck Traffic: 12%,  Features Intersected: US 250
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 35.180,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 79006,  Location: 0.39 MI. E. OF JCT. US 36 (Lat: 40.404600,  Lng: -81.341989),  Route carried "under" structure: County highway 16,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,038 (year 2015),  Truck Traffic: 5%,  Features Intersected: US 36--US 250,  Facility Carried by Structure: US. 250 & SR 800
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 2.607,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 7900635,  Location: 0.39 MI. E. OF JCT. US 36 (Lat: 40.404431,  Lng: -81.341981),  Route carried "under" structure: County highway 64,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,038 (year 2015),  Truck Traffic: 5%,  Features Intersected: US 36--US 250,  Facility Carried by Structure: US 250 & SR 800
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 2.607,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 7905378,  Location: 1.51 MI. W. OF JCT. US36 (Lat: 40.423839,  Lng: -81.359800),  Route carried "under" structure: US 250,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 17,759 (year 2015),  Truck Traffic: 12%,  Features Intersected: TWP RD 286
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 32.718,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)