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

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Structure Number: 5000637,  Location: 1.88 MI N OF US 62 (Lat: 41.068836,  Lng: -80.752058),  Route carried "on" structure: County highway 146,  Year Built: 1970,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 1,000 (year 1971),  Average Future Daily Traffic: 42,528 (year 2027),  Design Load: HS 15,  Features Intersected: SR 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.820,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5000661,  Location: 2.91 MI N OF US 62 (Lat: 41.083692,  Lng: -80.751769),  Route carried "on" structure: County highway 162,  Year Built: 1970,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 600 (year 1971),  Average Future Daily Traffic: 42,528 (year 2027),  Design Load: H 15,  Features Intersected: SR 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.570,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State 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: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5000696,  Location: 3.31 MI N OF US 62 (Lat: 41.089458,  Lng: -80.751489),  Route carried "on" structure: County highway OAKCR,  Year Built: 1968,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 450 (year 1992),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,528 (year 2027),  Design Load: H 15,  Features Intersected: SR 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.420,  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: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 5000718,  Location: 2.07 MI S OF IR 80 (Lat: 41.099581,  Lng: -80.752086),  Route carried "on" structure: County highway 18,  Year Built: 1970,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 16,380 (year 2002),  Truck Traffic: 13%,  Average Future Daily Traffic: 58,227 (year 2027),  Design Load: H 20,  Features Intersected: CR 18,  Facility Carried by Structure: MAHONING AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.300,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5000726,  Location: 1.46 MI S OF IR 80 (Lat: 41.105539,  Lng: -80.755497),  Route carried "on" structure: State highway 11,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 21,440 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,113 (year 2027),  Design Load: HS 20,  Features Intersected: OVER NORQUEST BLVD CR-28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.430,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  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: 500075,  Location: 1.46 MI S OF IR 80 (Lat: 41.105547,  Lng: -80.754989),  Route carried "on" structure: State highway 11,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 21,440 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,113 (year 2027),  Design Load: HS 20,  Features Intersected: OVER NORQUEST BLVD CR-28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.430,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  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: 5002346,  Location: 1.36 MI W OF SR46 (Lat: 41.119986,  Lng: -80.793431),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.37m (14.34ft),  Average Daily Traffic: 26,585 (year 2005),  Truck Traffic: 30%,  Average Future Daily Traffic: 35,415 (year 2027),  Design Load: HS 25,  Features Intersected: OVER TURNER RD CR-103
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.940,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: December 2007,  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: 50024,  Location: 0.68 MI W OF SR46 (Lat: 41.123419,  Lng: -80.781400),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 26,585 (year 2005),  Truck Traffic: 30%,  Average Future Daily Traffic: 35,415 (year 2027),  Design Load: HS 25,  Features Intersected: OVER OHLTOWN RD CR-105
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.020,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: December 2007,  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: 5006422,  Location: 1.23 MI E OF IR 80 (Lat: 41.123458,  Lng: -80.727289),  Route carried "on" structure: County highway 184,  Year Built: 1967,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 1,360 (year 1971),  Average Future Daily Traffic: 45,943 (year 2027),  Design Load: H 20,  Features Intersected: IR 680,  Facility Carried by Structure: LANTERMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.750,  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: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5030048,  Location: 0.5MI.W OF MAHONING AVE (Lat: 41.103333,  Lng: -80.716667),  Route carried "on" structure: County highway 18,  Year Built: 1925,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 16,000 (year 1979),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,208 (year 2028),  Design Load: HS 20,  Features Intersected: BEARS DEN RUN,  Facility Carried by Structure: MAHONING AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $400,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5030099,  Location: 0.5MI.S OF NEW RD (Lat: 41.078333,  Lng: -80.710000),  Route carried "on" structure: County highway 117,  Year Built: 1900,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 15,000 (year 1991),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,820 (year 2028),  Design Load: HS 15,  Features Intersected: AXE FACTORY RUN,  Facility Carried by Structure: MERIDIAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $10,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5030102,  Location: 200 FT N OF FOUR-MILE (Lat: 41.095000,  Lng: -80.710000),  Route carried "on" structure: County highway 117,  Year Built: 1900,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,000 (year 1991),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,208 (year 2027),  Design Load: HS 20,  Features Intersected: BEARS DEN RUN,  Facility Carried by Structure: MERIDIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $10,000 ( Estimate for 2000)

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Structure Number: 503011,  Location: 0.1MI.S OF OAKWOOD AVE. (Lat: 41.105000,  Lng: -80.720000),  Route carried "on" structure: County highway 119,  Year Built: 1900,  Year Reconstructed: 1952,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,500 (year 1991),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,858 (year 2028),  Design Load: HS 15,  Features Intersected: BEARS DEN RUN,  Facility Carried by Structure: FOUR MILE RUN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $10,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5030129,  Location: 0.3MI.N OF RACCOON RD. (Lat: 41.118333,  Lng: -80.731667),  Route carried "on" structure: County highway 119,  Year Built: 1900,  Year Reconstructed: 1931,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,800 (year 1991),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,274 (year 2028),  Design Load: HS 15,  Features Intersected: FOUR MILE RUN,  Facility Carried by Structure: FOUR MILE RUN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 15.24m (50.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $175,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5000637,  Location: 1.88 MI N OF US 62 (Lat: 41.068836,  Lng: -80.752058),  Route carried "under" structure: State highway 11,  Year Built: 1970,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 32,030 (year 2005),  Truck Traffic: 11%,  Features Intersected: UNDER KIRK RD CR-146,  Facility Carried by Structure: KIRK ROAD CR 146
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.193,  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: 5000661,  Location: 2.91 MI N OF US 62 (Lat: 41.083692,  Lng: -80.751769),  Route carried "under" structure: State highway 11,  Year Built: 1970,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 32,030 (year 2005),  Truck Traffic: 11%,  Features Intersected: UNDER NEW RD CR-162,  Facility Carried by Structure: NEW ROAD CR 162
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.096,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 5000696,  Location: 3.31 MI N OF US 62 (Lat: 41.089458,  Lng: -80.751489),  Route carried "under" structure: State highway 11,  Year Built: 1968,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 32,030 (year 2005),  Truck Traffic: 11%,  Features Intersected: UNDER OAKCREST DRIVE,  Facility Carried by Structure: OAKCREST DRIVE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.159,  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: 5000718,  Location: 2.07 MI S OF IR 80 (Lat: 41.099581,  Lng: -80.752086),  Route carried "under" structure: State highway 11,  Year Built: 1970,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 42,880 (year 2005),  Truck Traffic: 10%,  Features Intersected: UNDER MAHONING AVE CR-18,  Facility Carried by Structure: MAHONING AVENUE
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.272,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 5000726,  Location: 1.46 MI S OF IR 80 (Lat: 41.105539,  Lng: -80.755497),  Route carried "under" structure: County highway 284,  Year Built: 1970,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 100 (year 1971),  Features Intersected: SR 11,  Facility Carried by Structure: SR 11
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 500075,  Location: 1.46 MI S OF IR 80 (Lat: 41.105547,  Lng: -80.754989),  Route carried "under" structure: County highway 284,  Year Built: 1970,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 100 (year 1971),  Features Intersected: SR 11,  Facility Carried by Structure: SR 11
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.103,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 5002346,  Location: 1.36 MI W OF SR46 (Lat: 41.119986,  Lng: -80.793431),  Route carried "under" structure: County highway 103,  Year Built: 1969,  Structure Length: 4.37m (14.34ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: IR 80,  Facility Carried by Structure: E.B. IR80
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.958,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.6m (41.3ft)

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Structure Number: 50024,  Location: 0.68 MI W OF SR46 (Lat: 41.123419,  Lng: -80.781400),  Route carried "under" structure: County highway 105,  Year Built: 1969,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: IR 80,  Facility Carried by Structure: E.B. IR80
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.288,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 5006422,  Location: 1.23 MI E OF IR 80 (Lat: 41.123458,  Lng: -80.727289),  Route carried "under" structure: Interstate 680,  Year Built: 1967,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 32,190 (year 2005),  Truck Traffic: 10%,  Features Intersected: UNDER LANTERMAN RD CR-18,  Facility Carried by Structure: LANTERMAN ROAD
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.175,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)