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

Find on map >>

Structure Number: 1802747,  Location: 0.35 MI. EAST OF JCT SR 8 (Lat: 41.416944,  Lng: -81.520689),  Route carried "on" structure: State highway 17,  Year Built: 1993,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 6,580 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,133 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: BEAR CRK .21 MI W OF 480
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.570,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 1810715,  Location: .86 MI. N. OF JCT. SR-14 (Lat: 41.383119,  Lng: -81.512700),  Route carried "on" structure: Interstate 271,  Year Built: 1964,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 32.46m (106.50ft),  Average Daily Traffic: 62,920 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 87,333 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: TNKRS CR&WLE RR&SOLON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.740,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.46m (106.50ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $5,114,000,  Roadway Improvement Cost: $568,000,  Total Project Cost: $5,682,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 1810774,  Location: .86 MI. N. OF JCT. SR-14 (Lat: 41.383119,  Lng: -81.529367),  Route carried "on" structure: Interstate 271,  Year Built: 1964,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 33.22m (108.99ft),  Average Daily Traffic: 62,920 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 87,333 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: TNKRS CR&WLE RR& SOLON R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.740,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.22m (108.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $5,236,000,  Roadway Improvement Cost: $581,000,  Total Project Cost: $5,818,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>

Structure Number: 1810804,  Location: 2.21 MI. N. OF JCT. SR-14 (Lat: 41.402164,  Lng: -81.507489),  Route carried "on" structure: County highway 265,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 14.75m (48.39ft),  Average Daily Traffic: 8,477 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 162,303 (year 2027),  Design Load: H 20,  Features Intersected: I-271,  Facility Carried by Structure: COLUMBUS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.650,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Somewhat better than minimum adequacy,  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

Find on map >>

Structure Number: 1810839,  Location: JCT. I-271 WITH I-480 (Lat: 41.408333,  Lng: -81.506667),  Route carried "on" structure: Interstate 480,  Year Built: 1964,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 18.53m (60.79ft),  Average Daily Traffic: 17,685 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,547 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-271 (CUY-271-0405)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.610,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.53m (60.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $2,295,000,  Roadway Improvement Cost: $255,000,  Total Project Cost: $2,550,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>

Structure Number: 1810863,  Location: .26 MI. S. OF JCT. SR-43 (Lat: 41.409269,  Lng: -81.506422),  Route carried "on" structure: County highway 53,  Year Built: 1964,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 57,857 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 134,644 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-271,  Facility Carried by Structure: ROCKSIDE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.650,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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

Find on map >>

Structure Number: 1810898,  Location: JCT. SR-43 WITH I-271 (Lat: 41.413036,  Lng: -81.507289),  Route carried "on" structure: Interstate 271,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 48,503 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 65,139 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR-43 (0734) @ MP 26.2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.130,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.6m (64.3ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $734,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $816,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 1810928,  Location: JCT. SR-43 WITH I-271 (Lat: 41.413036,  Lng: -81.507289),  Route carried "on" structure: Interstate 271,  Year Built: 1964,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 48,503 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 67,322 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR-43 (0731) @ MP 26.2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.130,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal 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: Integral Concrete

Find on map >>

Structure Number: 1810952,  Location: .31 MI. N. OF JCT. SR-43 (Lat: 41.417592,  Lng: -81.508392),  Route carried "on" structure: Interstate 271,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 48,503 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 65,139 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NSC RR @ MP 26.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.630,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.26m (27.10ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $772,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $858,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 1810987,  Location: .31 MI. N. OF JCT. SR-43 (Lat: 41.418333,  Lng: -81.508333),  Route carried "on" structure: Interstate 271,  Year Built: 1965,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 48,503 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 67,322 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: NSC RR @ MP 26.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.630,  Lanes on structure: 3,  Base Highway Network: Yes,  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: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  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: 29.7 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,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $835,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $928,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 181101,  Location: .56 MI. N. OF JCT. SR-43 (Lat: 41.424244,  Lng: -81.508631),  Route carried "on" structure: Interstate 271,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 48,503 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 61,849 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CR 11 (MILES RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.360,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 21.8m (71.5ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $644,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $716,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 1811045,  Location: .56 MI. N. OF JCT. SR-43 (Lat: 41.424244,  Lng: -81.508631),  Route carried "on" structure: Interstate 271,  Year Built: 1965,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 48,503 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 67,322 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CR 11 (MILES RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.360,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $583,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $648,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 1812726,  Location: .74 MI. E. OF JCT. SR-17 (Lat: 41.409583,  Lng: -81.508031),  Route carried "on" structure: Interstate 480,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 17,685 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,547 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CR-53 (ROCKSIDE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.490,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $809,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $899,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 1812734,  Location: .74 MI. E. OF JCT. SR-17 (Lat: 41.409583,  Lng: -81.508031),  Route carried "on" structure: Interstate 480,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 17,685 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 24,547 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CR-53 (ROCKSIDE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.490,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.55m (21.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $869,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $966,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 1813897,  Location: .24 MI. E. OF JCT. SR-8 (Lat: 41.421022,  Lng: -81.523703),  Route carried "on" structure: Interstate 480,  Year Built: 1971,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 23,318 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,365 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LOUIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.640,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 26.9m (88.3ft)

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: 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: Latex Concrete

Find on map >>

Structure Number: 1813935,  Location: JCT. SR-17 WITH I-480 (Lat: 41.417761,  Lng: -81.517058),  Route carried "on" structure: Interstate 480,  Year Built: 1971,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 23,318 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,365 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SR-17 (21.00) LIBBY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.300,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: 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

Find on map >>

Structure Number: 1814532,  Location: .25 MI. E. OF JCT. SR-8 (Lat: 41.424058,  Lng: -81.525744),  Route carried "on" structure: Interstate 480N,  Year Built: 1974,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 117,300 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 162,812 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: NSC RR,  Facility Carried by Structure: I-480
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.580,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.3m (99.4ft)

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: 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: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 186511,  Location: .5MI W.OF SOLON/RCHMND RD (Lat: 41.384722,  Lng: -81.496667),  Route carried "on" structure: City street METCT,  Year Built: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 400 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 555 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: HAWTHORNE CREEK,  Facility Carried by Structure: METRO COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum 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,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 1810715,  Location: .86 MI. N. OF JCT. SR-14 (Lat: 41.383119,  Lng: -81.512700),  Route carried "under" structure: County highway 51,  Year Built: 1964,  Structure Length: 32.46m (106.50ft),  Average Daily Traffic: 5,270 (year 1970),  Features Intersected: I-271,  Facility Carried by Structure: I-271 S.B.
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.179,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>

Structure Number: 1810774,  Location: .86 MI. N. OF JCT. SR-14 (Lat: 41.383119,  Lng: -81.529367),  Route carried "under" structure: County highway 51,  Year Built: 1964,  Structure Length: 33.22m (108.99ft),  Average Daily Traffic: 5,270 (year 1970),  Features Intersected: I-271,  Facility Carried by Structure: I-271 N.B.
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.179,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>

Structure Number: 1810804,  Location: 2.21 MI. N. OF JCT. SR-14 (Lat: 41.402164,  Lng: -81.507489),  Route carried "under" structure: Interstate 271,  Year Built: 1964,  Structure Length: 14.75m (48.39ft),  Average Daily Traffic: 116,933 (year 2004),  Truck Traffic: 12%,  Features Intersected: CR-265 (COLUMBUS RD),  Facility Carried by Structure: COLUMBUS RD.
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.591,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

Find on map >>

Structure Number: 1810839,  Location: JCT. I-271 WITH I-480 (Lat: 41.408333,  Lng: -81.506667),  Route carried "under" structure: Interstate 271,  Year Built: 1964,  Structure Length: 18.53m (60.79ft),  Average Daily Traffic: 116,933 (year 2004),  Truck Traffic: 12%,  Features Intersected: I-480 WB (CUY-480-2585L),  Facility Carried by Structure: I-480 W.B.
Minimum Vertical Clearance: 0.61m (2.00ft),  Kilometerpoint: 0.652,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.3m (174.9ft)

Find on map >>

Structure Number: 1810863,  Location: .26 MI. S. OF JCT. SR-43 (Lat: 41.409269,  Lng: -81.506422),  Route carried "under" structure: Interstate 271,  Year Built: 1964,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 97,006 (year 2004),  Truck Traffic: 12%,  Features Intersected: CR-53 (ROCKSIDE RD),  Facility Carried by Structure: ROCKSIDE RD.
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.671,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>

Structure Number: 1810898,  Location: JCT. SR-43 WITH I-271 (Lat: 41.413036,  Lng: -81.507289),  Route carried "under" structure: State highway 43,  Year Built: 1964,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 9,730 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-271 (CUY-271-0443L),  Facility Carried by Structure: I-271 S.B
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 1.182,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>

Structure Number: 1810928,  Location: JCT. SR-43 WITH I-271 (Lat: 41.413036,  Lng: -81.507289),  Route carried "under" structure: State highway 43,  Year Built: 1964,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 9,730 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-271 (CUY-271-0443R),  Facility Carried by Structure: I-271 N.B.
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 1.177,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>

Structure Number: 181101,  Location: .56 MI. N. OF JCT. SR-43 (Lat: 41.424244,  Lng: -81.508631),  Route carried "under" structure: County highway 11,  Year Built: 1965,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 17,230 (year 1969),  Features Intersected: I-271,  Facility Carried by Structure: I-271 S.B.
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.208,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

Find on map >>

Structure Number: 1811045,  Location: .56 MI. N. OF JCT. SR-43 (Lat: 41.424244,  Lng: -81.508631),  Route carried "under" structure: County highway 11,  Year Built: 1965,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 17,230 (year 1969),  Features Intersected: I-271,  Facility Carried by Structure: I-271 S.B.
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.208,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

Find on map >>

Structure Number: 1812602,  Location: .44 MI. E. OF JCT. SR-17 (Lat: 41.413167,  Lng: -81.511350),  Route carried "under" structure: Interstate 480,  Year Built: 1965,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 23,318 (year 2004),  Truck Traffic: 9%,  Features Intersected: COMSTOCK PED BRIDGE,  Facility Carried by Structure: COMSTOCK PED.
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 4.101,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

Find on map >>

Structure Number: 1812726,  Location: .74 MI. E. OF JCT. SR-17 (Lat: 41.409583,  Lng: -81.508031),  Route carried "under" structure: County highway 53,  Year Built: 1965,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 1,000 (year 1973),  Features Intersected: I-480,  Facility Carried by Structure: I-480 E.B.
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 1.629,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

Find on map >>

Structure Number: 1812734,  Location: .74 MI. E. OF JCT. SR-17 (Lat: 41.409583,  Lng: -81.508031),  Route carried "under" structure: County highway 53,  Year Built: 1965,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 1,000 (year 1973),  Features Intersected: I-480,  Facility Carried by Structure: I-480 W.B.
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 1.629,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>

Structure Number: 1813897,  Location: .24 MI. E. OF JCT. SR-8 (Lat: 41.421022,  Lng: -81.523703),  Route carried "under" structure: City street LOUIS,  Year Built: 1971,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 100 (year 1974),  Features Intersected: I 480,  Facility Carried by Structure: I-480
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

Find on map >>

Structure Number: 1813935,  Location: JCT. SR-17 WITH I-480 (Lat: 41.417761,  Lng: -81.517058),  Route carried "under" structure: State highway 17,  Year Built: 1971,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 11,630 (year 2004),  Truck Traffic: 4%,  Features Intersected: I-480 (CUY-480-2503),  Facility Carried by Structure: I-480
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.381,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)