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


  • National Bridge Inventory (NBI) Statistics
  • 18Number of bridges
  • 64m210ftTotal length
  • $440,000Total costs
  • 92,443Total average daily traffic
  • 26,041Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Bluffton
  • No street view available for this location

New bridges - Historical Statistics

  • 11900-1909
  • 21920-1929
  • 31950-1959
  • 81960-1969
  • 11970-1979
  • 11980-1989
  • 22000-2009

Reconstructed bridges - Historical Statistics

  • 11920-1929
  • 01930-1939
  • 01940-1949
  • 01950-1959
  • 01960-1969
  • 01970-1979
  • 01980-1989
  • 01990-1999
  • 02000-2009
  • 12010-2015

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 202975,  Location: 0.57 mi. N of SR 103-BENT (Lat: 40.884292,  Lng: -83.889917),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 13,995 (year 2011),  Truck Traffic: 38%,  Average Future Daily Traffic: 19,425 (year 2034),  Design Load: H 20,  Features Intersected: RILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.492,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  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: November 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 203548,  Location: 0.0 mi. to Bluffton City (Lat: 40.882536,  Lng: -83.899853),  Route carried "on" structure: State highway 103,  Year Built: 1964,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 1,010 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,402 (year 2034),  Design Load: H 15,  Features Intersected: INTERSTATE 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  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: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 203572,  Location: 0.7 mi. to IR75 at Blufft (Lat: 40.883553,  Lng: -83.899853),  Route carried "on" structure: State highway 103,  Year Built: 1964,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 1,653 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,294 (year 2034),  Design Load: H 20,  Features Intersected: NORFOLK & SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 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: 10.1m (33.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 203602,  Location: SR 103 (Lat: 40.893594,  Lng: -83.887211),  Route carried "on" structure: State highway 103,  Year Built: 1956,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 4,480 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,218 (year 2034),  Design Load: H 15,  Features Intersected: RILEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Inventory Rating: 67.4 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: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 247537,  Location: 0.04 MI W OF BENTLEY RD (Lat: 40.892331,  Lng: -83.900636),  Route carried "on" structure: City street MB176,  Year Built: 1957,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 726 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,008 (year 2034),  Design Load: HS 20,  Features Intersected: LITTLE RILEY - BLUF GROV,  Facility Carried by Structure: BLUF - GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.916,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 72.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 247596,  Location: 0.47 MI SW COUNTY LINE (Lat: 40.897172,  Lng: -83.886817),  Route carried "on" structure: City street MB270,  Year Built: 1925,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 4,356 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,046 (year 2032),  Design Load: H 20,  Features Intersected: RILEY CREEK - DIXIE HWY,  Facility Carried by Structure: BLUF - MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.314,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 14,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $275,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 247618,  Location: 0.46MI SW CO @ AC&Y RR (Lat: 40.898208,  Lng: -83.885433),  Route carried "on" structure: City street MB270,  Year Built: 1927,  Year Reconstructed: 1932,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,356 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,046 (year 2031),  Design Load: HS 20,  Features Intersected: MARSH RUN - DIXIE HWY,  Facility Carried by Structure: BLUF - MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.491,  Lanes on structure: 2,  Owner: County 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: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 247944,  Location: 0.04 MI N OF GROVE ST (Lat: 40.892947,  Lng: -83.899992),  Route carried "on" structure: City street MB239,  Year Built: 1960,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 871 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,209 (year 2031),  Design Load: HS 20,  Features Intersected: LITTLE RILEY - BENTLEY R,  Facility Carried by Structure: BLUF - BENTLEY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.935,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 25.6 metric tons,  Inventory Rating: 15.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24796,  Location: 0.05 MI NE OF RILEY ST (Lat: 40.900000,  Lng: -83.890000),  Route carried "on" structure: City street MB240,  Year Built: 1904,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 200 (year 1992),  Average Future Daily Traffic: 278 (year 2034),  Design Load: HS 20,  Features Intersected: RILEY CR SPRING ST-BLUF,  Facility Carried by Structure: BLUF-SPRING ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.6 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 15,  Critical Feature Inspection Date: January 15,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $165,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 247979,  Location: 0.32 MI N OF MAIN ST (Lat: 40.899817,  Lng: -83.892211),  Route carried "on" structure: City street MB240,  Year Built: 1968,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 871 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,209 (year 2031),  Design Load: HS 20,  Features Intersected: LITTLE RILEY - RILEY ST,  Facility Carried by Structure: BLUF - RILEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 28.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 14,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 248037,  Location: 0.29 MI NW OF MAIN ST (Lat: 40.897694,  Lng: -83.894200),  Route carried "on" structure: City street MB039,  Year Built: 1973,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 871 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,209 (year 2031),  Design Load: HS 20,  Features Intersected: LITTLE RILEY CK - ELM ST,  Facility Carried by Structure: BLUF - ELM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 248045,  Location: 0.13 MI NW OF LAWN AVE (Lat: 40.895028,  Lng: -83.897292),  Route carried "on" structure: City street MBCOL,  Year Built: 1961,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 600 (year 1970),  Average Future Daily Traffic: 833 (year 2034),  Design Load: H 20,  Features Intersected: LITTLE RILEY COLLEGE AVE,  Facility Carried by Structure: BLUFF COLLEGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 38.9 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Meets minimum limits,  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: December 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 248169,  Location: 0.09 MI S OF MAIN ST (Lat: 40.891344,  Lng: -83.892475),  Route carried "on" structure: City street MB030,  Year Built: 1983,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 1,492 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,071 (year 2031),  Design Load: HS 20,  Features Intersected: RILEY CREEK - COLLEGE AV,  Facility Carried by Structure: BLUF - COLLEGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 248177,  Location: 0.08 MI SE. OF MAIN ST (Lat: 40.891539,  Lng: -83.889286),  Route carried "on" structure: City street MB026,  Year Built: 2004,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 1,452 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,015 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: RILEY CREEK - BLUFFTON,  Facility Carried by Structure: BLUF - CHERRY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 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: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 3202232,  Location: ALLEN/HANCOCK CO. LINE (Lat: 40.884656,  Lng: -83.880353),  Route carried "on" structure: County highway C,  Year Built: 1964,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 100 (year 1970),  Average Future Daily Traffic: 37,365 (year 2034),  Design Load: H 20,  Features Intersected: IR 75
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 7.096,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 3236501,  Location: 0.43 MI N. SR 103 (Lat: 40.898614,  Lng: -83.880392),  Route carried "on" structure: County highway C0015,  Year Built: 2009,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 694 (year 2031),  Features Intersected: MARSH RUN DITCH,  Facility Carried by Structure: HAN CO RD 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.737,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Inventory Rating: 97.2 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Bituminous
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Structure Number: 203548,  Location: 0.0 mi. to Bluffton City (Lat: 40.882536,  Lng: -83.899853),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 27,990 (year 2011),  Truck Traffic: 38%,  Features Intersected: SR 103 BENTLEY ROAD,  Facility Carried by Structure: SR 103 BENTLEY RD
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 35.591,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 3202232,  Location: ALLEN/HANCOCK CO. LINE (Lat: 40.884656,  Lng: -83.880353),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 26,920 (year 2010),  Truck Traffic: 34%,  Features Intersected: TR 15 COUNTY LINE,  Facility Carried by Structure: TR 15 COUNTY LINE
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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