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

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Structure Number: 2100215,  Location: 2.1 MI N OF SR315 (Lat: 40.283333,  Lng: -83.066667),  Route carried "on" structure: US 23,  Year Built: 1966,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 16,419 (year 2004),  Truck Traffic: 16%,  Average Future Daily Traffic: 25,997 (year 2027),  Design Load: HS 20,  Features Intersected: OVER OLENTANGY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.500,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  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: 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

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Structure Number: 2100274,  Location: 2.1 MI N. OF SR315 (Lat: 40.285000,  Lng: -83.066667),  Route carried "on" structure: US 23,  Year Built: 1966,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 16,419 (year 2004),  Truck Traffic: 16%,  Average Future Daily Traffic: 25,997 (year 2027),  Design Load: HS 20,  Features Intersected: OVER OLENTANGY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.500,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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: 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: April 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2100339,  Location: 0.18 MI N OF US42 RAMP (Lat: 40.298333,  Lng: -83.063333),  Route carried "on" structure: US 23,  Year Built: 1966,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 19,590 (year 2004),  Truck Traffic: 20%,  Average Future Daily Traffic: 30,758 (year 2027),  Design Load: HS 20,  Features Intersected: OVER US36 & DELAWARE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.140,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2100363,  Location: 0.18 MI N OF US42RAMP (Lat: 40.298333,  Lng: -83.063333),  Route carried "on" structure: Ramp US 23,  Year Built: 1966,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 17,630 (year 1986),  Truck Traffic: 17%,  Average Future Daily Traffic: 24,470 (year 2027),  Design Load: H 20,  Features Intersected: LT RAMP OVER DEL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.140,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2100398,  Location: 0.18 MI N OF US42RAMP (Lat: 40.298333,  Lng: -83.063333),  Route carried "on" structure: Ramp US 23,  Year Built: 1966,  Status: Open,  Structure Length: 2.72m (8.92ft),  Average Daily Traffic: 17,630 (year 1986),  Truck Traffic: 17%,  Average Future Daily Traffic: 24,470 (year 2027),  Design Load: H 20,  Features Intersected: RT RAMP OVER DEL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.140,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2100428,  Location: 0.13 MI N OF US36 (Lat: 40.300000,  Lng: -83.063333),  Route carried "on" structure: US 23,  Year Built: 1966,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 19,590 (year 2004),  Truck Traffic: 20%,  Average Future Daily Traffic: 40,474 (year 2027),  Design Load: HS 20,  Features Intersected: OVER WINTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.350,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2100452,  Location: 0.23 MI N OF US36 (Lat: 40.301667,  Lng: -83.065000),  Route carried "on" structure: US 23,  Year Built: 1966,  Status: Open,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 28,341 (year 2004),  Truck Traffic: 18%,  Average Future Daily Traffic: 40,474 (year 2027),  Design Load: HS 20,  Features Intersected: OVER SR37 (CENTRAL AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.510,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 28.1m (92.2ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.4 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2100487,  Location: 0.27 MI N OF SR37 (Lat: 40.305000,  Lng: -83.063333),  Route carried "on" structure: US 23,  Year Built: 1966,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 28,341 (year 2004),  Truck Traffic: 18%,  Average Future Daily Traffic: 40,474 (year 2027),  Design Load: HS 20,  Features Intersected: OVER LINCOLN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.940,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: 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: 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2100517,  Location: 0.87 MI N OF SR37 (Lat: 40.313333,  Lng: -83.066667),  Route carried "on" structure: Ramp City street PENN,  Year Built: 1966,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 22,980 (year 2002),  Truck Traffic: 13%,  Average Future Daily Traffic: 47,414 (year 2027),  Design Load: H 20,  Features Intersected: US 23,  Facility Carried by Structure: SANDUSKY ST. RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.030,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2100878,  Location: 0.03 MI E OF US23 (Lat: 40.298333,  Lng: -83.061667),  Route carried "on" structure: US 36,  Year Built: 1952,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 19,870 (year 2004),  Truck Traffic: 13%,  Average Future Daily Traffic: 26,594 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: OLENTANGY RIVER,  Facility Carried by Structure: WILLIAM ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.790,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 37.8 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: Meets minimum limits,  Waterway Adequacy: Equal 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2101505,  Location: 0.08MI E OF DELAWARE CORP (Lat: 40.313333,  Lng: -83.115000),  Route carried "on" structure: State highway 37,  Year Built: 1955,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 12,208 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,703 (year 2027),  Design Load: H 15,  Features Intersected: DELAWARE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.250,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2101599,  Location: 0.04 MI E OF US 23 (Lat: 40.301667,  Lng: -83.065000),  Route carried "on" structure: State highway 37,  Year Built: 1963,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 16,420 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 23,249 (year 2027),  Design Load: H 20,  Features Intersected: OLENTANGY RIVER,  Facility Carried by Structure: US 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.970,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2101777,  Location: 1.06 MI S OF US23 (Lat: 40.276667,  Lng: -83.085000),  Route carried "on" structure: US 42,  Year Built: 1967,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 11,180 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 13,255 (year 2027),  Design Load: H 20,  Features Intersected: OVER C&O RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 32.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2101807,  Location: 0.88 MI S OF US23 (Lat: 40.276667,  Lng: -83.081667),  Route carried "on" structure: US 42,  Year Built: 1967,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 11,180 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 13,255 (year 2027),  Design Load: H 20,  Features Intersected: OVER LIBERTY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.370,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 12.7m (41.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2101823,  Location: LOCATED JUST WEST OF 23 (Lat: 40.277778,  Lng: -83.069722),  Route carried "on" structure: US 42,  Year Built: 2001,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 11,180 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 17,614 (year 2024),  Design Load: HS 25,  Features Intersected: OVER SANDUSKY ST (CR23A)
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 11.290,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.5m (126.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  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: High priority of replacement,  Underclear: High priority of corrective action,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2132699,  Location: 0.1 MI. W. OF SR 37 (Lat: 40.310889,  Lng: -83.112889),  Route carried "on" structure: City street C0172,  Year Built: 1940,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,000 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,776 (year 2026),  Design Load: H 15,  Features Intersected: DELAWARE RUN,  Facility Carried by Structure: WARRENSBURG RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.9 metric tons,  Inventory Rating: 27.0 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.95m (3.12ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $13,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 2160005,  Location: NO DATA,  Route carried "on" structure: City street SANKY,  Year Built: 1964,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 12,280 (year 1990),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,045 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: OVER THE DELAWARE RUN,  Facility Carried by Structure: SANDUSKY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal 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: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 5.8m (19.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2160072,  Location: NO DATA (Lat: 40.293333,  Lng: -83.775000),  Route carried "on" structure: City street WINTR,  Year Built: 1915,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 1,250 (year 1989),  Average Future Daily Traffic: 1,735 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: OVER THE OLENTANGY RIVER,  Facility Carried by Structure: WINTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

Structure Number: 216011,  Location: 500FT WEST OF ELIZABETHST,  Route carried "on" structure: City street JOHN,  Year Built: 1992,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 5,000 (year 1985),  Average Future Daily Traffic: 6,940 (year 2024),  Features Intersected: OVER THE DELAWARE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 6.4m (21.0ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 2160358,  Location: NO DATA,  Route carried "on" structure: City street FRNKL,  Year Built: 1992,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,470 (year 1992),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,040 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: OVER THE DELAWARE RUN,  Facility Carried by Structure: FRANKLIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other Coated Reinforcing

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Structure Number: 2160501,  Location: 0.4MI N SR42 0.1E LIBERTY (Lat: 40.282222,  Lng: -83.080556),  Route carried "on" structure: City street BELLE,  Year Built: 1996,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 3,400 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,719 (year 2026),  Features Intersected: BELLE AVE OLENTANGY TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Critical,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007

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Structure Number: 216056,  Location: 0.65MI W SR 23 0.05MI N36 (Lat: 40.300000,  Lng: -83.079167),  Route carried "on" structure: City street CATHR,  Year Built: 1992,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 500 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 550 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: CATHERINE ST DEL RUN,  Facility Carried by Structure: CATHERINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2160617,  Location: 0.68 MI W SR23 0.009MIN36 (Lat: 40.300000,  Lng: -83.080556),  Route carried "on" structure: City street ELIZB,  Year Built: 1992,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,000 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,388 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ELIZABETH ST DEL RUN,  Facility Carried by Structure: ELIZABETH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007

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Structure Number: 2160676,  Location: 0.1MI S SR36 0.1MI WSR23 (Lat: 40.299444,  Lng: -83.050000),  Route carried "on" structure: City street HENRY,  Year Built: 1992,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 6,209 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,618 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: HENRY ST DEL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2160722,  Location: 0.3MI N SR36 2.4MI WSR23 (Lat: 40.306944,  Lng: -83.112500),  Route carried "on" structure: City street HOUK0,  Year Built: 1910,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 7,909 (year 1999),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,978 (year 2026),  Features Intersected: HOUK ROAD DEL RUN,  Facility Carried by Structure: HOUK ROAD
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: 6.7m (22.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2160773,  Location: 0.1MI E SR37 0.9MI NSR361 (Lat: 40.310556,  Lng: -83.115278),  Route carried "on" structure: City street WARRN,  Year Built: 1940,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 404 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 561 (year 2027),  Features Intersected: WARRENSBURG RD DEL RUN,  Facility Carried by Structure: WARRENSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Channel: Fair,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2160846,  Location: 0.4MI W SR23 0.1MI S SR36 (Lat: 40.299444,  Lng: -83.065278),  Route carried "on" structure: City street WASH0,  Year Built: 1992,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 499 (year 1992),  Truck Traffic: 2%,  Average Future Daily Traffic: 693 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: WASHINGTON ST DEL RUN,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2160897,  Location: 0.6MI S US36 0.4MI E US23 (Lat: 40.290000,  Lng: -83.054167),  Route carried "on" structure: City street NORTH,  Year Built: 1920,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 400 (year 1999),  Truck Traffic: 1%,  Average Future Daily Traffic: 555 (year 2026),  Features Intersected: NORTH STREET OLETANGY TR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2100215,  Location: 2.1 MI N OF SR315 (Lat: 40.283333,  Lng: -83.066667),  Route carried "under" structure: City street OLNTY,  Year Built: 1966,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: US 23,  Facility Carried by Structure: US 23
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.9m (45.6ft)

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Structure Number: 2100274,  Location: 2.1 MI N. OF SR315 (Lat: 40.285000,  Lng: -83.066667),  Route carried "under" structure: City street OLNTY,  Year Built: 1966,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: US 23,  Facility Carried by Structure: US 23
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.9m (45.6ft)

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Structure Number: 2100304,  Location: 0.03 MI N OF US 42(RAMP) (Lat: 40.296667,  Lng: -83.061667),  Route carried "under" structure: US 23,  Year Built: 1916,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 19,590 (year 2004),  Truck Traffic: 20%,  Features Intersected: UNDER BIKE PATH,  Facility Carried by Structure: BIKE PATH
Minimum Vertical Clearance: 0.66m (2.17ft),  Kilometerpoint: 0.189,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 2100339,  Location: 0.18 MI N OF US42 RAMP (Lat: 40.298333,  Lng: -83.063333),  Route carried "under" structure: US 36,  Year Built: 1966,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 19,870 (year 2004),  Truck Traffic: 13%,  Features Intersected: UNDER DEL-23-1189,  Facility Carried by Structure: US 23
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 1.673,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 2100428,  Location: 0.13 MI N OF US36 (Lat: 40.300000,  Lng: -83.063333),  Route carried "under" structure: County highway 507,  Year Built: 1966,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: US 23,  Facility Carried by Structure: USR 23
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.6m (54.5ft)

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Structure Number: 2100452,  Location: 0.23 MI N OF US36 (Lat: 40.301667,  Lng: -83.065000),  Route carried "under" structure: State highway 37,  Year Built: 1966,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 16,420 (year 2004),  Truck Traffic: 11%,  Features Intersected: UNDER US23,  Facility Carried by Structure: US 23
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.692,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 2100487,  Location: 0.27 MI N OF SR37 (Lat: 40.305000,  Lng: -83.063333),  Route carried "under" structure: City street LNCLN,  Year Built: 1966,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: US 23,  Facility Carried by Structure: US 23
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 2100517,  Location: 0.87 MI N OF SR37 (Lat: 40.313333,  Lng: -83.066667),  Route carried "under" structure: US 23,  Year Built: 1966,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 28,341 (year 2004),  Truck Traffic: 18%,  Features Intersected: UNDER N SANDUSKY ST RAMP,  Facility Carried by Structure: SANDUSKY ST. RAMP
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 2.091,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 2100908,  Location: 0.01 MI E OF US 42 (Lat: 40.298333,  Lng: -83.058333),  Route carried "under" structure: US 36,  Year Built: 1906,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 12,200 (year 2004),  Truck Traffic: 22%,  Features Intersected: UNDER BIKE PATH,  Facility Carried by Structure: BIKE PATH
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 1.711,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 2100932,  Location: 0.04 MI E OF US 42 (Lat: 40.298333,  Lng: -83.058333),  Route carried "under" structure: US 36,  Year Built: 1900,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 12,200 (year 2004),  Truck Traffic: 22%,  Features Intersected: UNDER CSX RR,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 1.716,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 2100967,  Location: 0.01 MI E OF SR 37 (Lat: 40.298333,  Lng: -83.046667),  Route carried "under" structure: US 36,  Year Built: 1900,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 23,140 (year 2004),  Truck Traffic: 19%,  Features Intersected: UNDER NORFOLK SOUTHERN,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 1.813,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 2101564,  Location: 0.44 MI E OF TROY RD (Lat: 40.303333,  Lng: -83.083333),  Route carried "under" structure: State highway 37,  Year Built: 1929,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 15,010 (year 2004),  Truck Traffic: 2%,  Features Intersected: UNDER CSX RAILROAD,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 3.84m (12.60ft),  Kilometerpoint: 1.533,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 2101807,  Location: 0.88 MI S OF US23 (Lat: 40.276667,  Lng: -83.081667),  Route carried "under" structure: City street LIBTY,  Year Built: 1967,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 300 (year 1973),  Features Intersected: US42,  Facility Carried by Structure: US 42
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 1.616,  Lanes on structure: 2,  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: 2101823,  Location: LOCATED JUST WEST OF 23 (Lat: 40.277778,  Lng: -83.069722),  Route carried "under" structure: County highway 23,  Year Built: 2001,  Structure Length: 3.92m (12.86ft),  Features Intersected: UNDER US 42,  Facility Carried by Structure: US 42
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 38.5m (126.3ft)