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

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Structure Number: 1809504,  Location: .5 MI S SHAKER BLVD (Lat: 41.470989,  Lng: -81.438197),  Route carried "on" structure: State highway 91,  Year Built: 1978,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 6,880 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,549 (year 2027),  Design Load: HS 20,  Features Intersected: STREAM .76 MI N OF SR 87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.770,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 19.8m (65.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1811312,  Location: .72 MI. N. OF JCT. US-422 (Lat: 41.473333,  Lng: -81.488544),  Route carried "on" structure: Interstate 271,  Year Built: 1962,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 67,630 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 93,870 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CR 21 (S. WOODLAND RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.250,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 181132,  Location: .7 MI N OF I-271 & US-422 (Lat: 41.473333,  Lng: -81.488333),  Route carried "on" structure: Interstate 271X,  Year Built: 1995,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 20,560 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,537 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SOUTH WOODLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.250,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: Superior 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: Febuary 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: 1811371,  Location: 1.03 MI. N. OF JCT US-422 (Lat: 41.478067,  Lng: -81.487656),  Route carried "on" structure: Interstate 271,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 67,630 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 93,870 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SHAKER BLVD E.B. MP 30.9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.750,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 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: 1811398,  Location: 1 MI N OF I-271 & US-422 (Lat: 41.466667,  Lng: -81.486667),  Route carried "on" structure: Interstate 271X,  Year Built: 1995,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 20,560 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,537 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SHAKER BLVD. E.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.750,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 10 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: 14.9m (48.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 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: 1811444,  Location: 1.1 MI N OF 1-271 & US422 (Lat: 41.479492,  Lng: -81.470708),  Route carried "on" structure: Interstate 271,  Year Built: 1995,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 67,630 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 93,870 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SHAKER BLVD W.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.910,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 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: 18.3m (60.0ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 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: 181146,  Location: 2.29 MI. S. OF JCT US-322 (Lat: 41.501169,  Lng: -81.480750),  Route carried "on" structure: County highway 23,  Year Built: 1963,  Status: Open,  Structure Length: 17.77m (58.30ft),  Average Daily Traffic: 51,098 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 136,107 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-271,  Facility Carried by Structure: CEDAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.650,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Very good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.77m (58.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $2,250,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $2,500,000 ( Estimate for 2000),  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: 1811487,  Location: 1.1 MI N OF 1-271 &US422 (Lat: 41.468114,  Lng: -81.486667),  Route carried "on" structure: Interstate 271X,  Year Built: 1995,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 20,560 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,537 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SHAKER BLVD W.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.910,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 10 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: 14.9m (48.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 1830902,  Location: 2099FT E OF BRAINARD RD,  Route carried "on" structure: County highway 13,  Year Built: 1927,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 8,407 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,669 (year 2029),  Design Load: H 20,  Features Intersected: CRK CHGRN RVR/SHAKER #16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 27.0 metric tons,  Inventory Rating: 19.8 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1831755,  Location: 3000 FT W OF SOM CTR RD (Lat: 41.478333,  Lng: -81.450000),  Route carried "on" structure: County highway 13,  Year Built: 1992,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,243 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,458 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: BR CHGRN RVR/SHAKER #166
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 1834983,  Location: SO OF FAIRMOUNT BLVD,  Route carried "on" structure: County highway 20,  Year Built: 1998,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 10,226 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,194 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CRK CHGRN RVR/LANDER #23,  Facility Carried by Structure: LANDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  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: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable 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: Monolithic Concrete

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Structure Number: 1811312,  Location: .72 MI. N. OF JCT. US-422 (Lat: 41.473333,  Lng: -81.488544),  Route carried "under" structure: County highway 21,  Year Built: 1962,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 5,110 (year 1970),  Features Intersected: I-271,  Facility Carried by Structure: I-271 N.B
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 1.096,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 181132,  Location: .7 MI N OF I-271 & US-422 (Lat: 41.473333,  Lng: -81.488333),  Route carried "under" structure: County highway 21,  Year Built: 1995,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 5,110 (year 1970),  Features Intersected: IR-271X,  Facility Carried by Structure: I-271X N.B.
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 1.467,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 1811371,  Location: 1.03 MI. N. OF JCT US-422 (Lat: 41.478067,  Lng: -81.487656),  Route carried "under" structure: County highway CR013,  Year Built: 1962,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: I-271,  Facility Carried by Structure: I-271 N.B.
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 4.366,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 1811398,  Location: 1 MI N OF I-271 & US-422 (Lat: 41.466667,  Lng: -81.486667),  Route carried "under" structure: County highway 13,  Year Built: 1995,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 4,860 (year 1970),  Features Intersected: IR-271X,  Facility Carried by Structure: 1-271X N.B.
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.823,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 1811444,  Location: 1.1 MI N OF 1-271 & US422 (Lat: 41.479492,  Lng: -81.470708),  Route carried "under" structure: County highway 13,  Year Built: 1995,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 4,860 (year 1970),  Features Intersected: 1-271 N.B.,  Facility Carried by Structure: 1-271 N.B.
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 4.365,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 181146,  Location: 2.29 MI. S. OF JCT US-322 (Lat: 41.501169,  Lng: -81.480750),  Route carried "under" structure: Interstate 271,  Year Built: 1963,  Structure Length: 17.77m (58.30ft),  Average Daily Traffic: 98,060 (year 2004),  Truck Traffic: 11%,  Features Intersected: CR-23 (CEDAR RD),  Facility Carried by Structure: CEDAR RD
Minimum Vertical Clearance: 6.05m (19.85ft),  Kilometerpoint: 1.748,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 1811487,  Location: 1.1 MI N OF 1-271 &US422 (Lat: 41.468114,  Lng: -81.486667),  Route carried "under" structure: County highway 13,  Year Built: 1995,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 4,860 (year 1970),  Features Intersected: IR-271X,  Facility Carried by Structure: 1-271X N.B.
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.823,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)