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


  • National Bridge Inventory (NBI) Statistics
  • 70Number of bridges
  • 528ft / 161mTotal length
  • $440,000Total costs
  • 281,154Total average daily traffic
  • 71,985Total average daily truck traffic
  • 262,487Total future (year 2039) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Bluffton
  • No street view available for this location

New bridges in Bluffton, OH - historical statistics
  • New bridges - historical statistics
  • 21920-1929
  • 11930-1939
  • 61950-1959
  • 201960-1969
  • 61970-1979
  • 91980-1989
  • 161990-1999
  • 82000-2009
  • 22010-2018
Reconstructed bridges in Bluffton, OH - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11920-1929
  • 01930-1939
  • 01940-1949
  • 01950-1959
  • 01960-1969
  • 01970-1979
  • 11980-1989
Average Bridge Daily Traffic in Bluffton, OH
Average Bridge Truck Traffic in Bluffton, OH
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 19.2%Excellent
  • 26.9%Very good
  • 30.8%Good
  • 17.3%Satisfactory
  • 3.8%Fair
  • 1.9%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 22.6%Excellent
  • 26.4%Very good
  • 37.7%Good
  • 9.4%Satisfactory
  • 3.8%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 20.8%Excellent
  • 34.0%Very good
  • 24.5%Good
  • 11.3%Satisfactory
  • 7.5%Fair
  • 1.9%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 8.3%Excellent
  • 33.3%Very good
  • 25.0%Good
  • 25.0%Satisfactory
  • 6.3%Fair
  • 2.1%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 16.7%Very good
  • 66.7%Good
  • 16.7%Satisfactory
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Structure Number: 200565,  Location: 3 MI E OF BEAVERDAM (Lat: 40.826275,  Lng: -83.909028),  Route carried "on" structure: US 30,  Year Built: 1998,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 4,071 (year 2015),  Truck Traffic: 40%,  Average Future Daily Traffic: 5,651 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: PEVEE RD TR 237
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.219,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 1.8m (5.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  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: 200565,  Location: 3 MI E OF BEAVERDAM (Lat: 40.826275,  Lng: -83.909028),  Route carried "under" structure: County highway TR237,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 73 (year 2015),  Truck Traffic: 8%,  Features Intersected: US 30,  Facility Carried by Structure: US 30 WB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 200581,  Location: 3 MI E OF BEAVERDAM (Lat: 40.826033,  Lng: -83.909033),  Route carried "on" structure: US 30,  Year Built: 1998,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 4,071 (year 2015),  Truck Traffic: 40%,  Average Future Daily Traffic: 5,651 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: PEVEE RD TR 237
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.219,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 1.8m (5.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  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: 200581,  Location: 3 MI E OF BEAVERDAM (Lat: 40.826033,  Lng: -83.909033),  Route carried "under" structure: County highway TR237,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 73 (year 2015),  Truck Traffic: 8%,  Features Intersected: US 30,  Facility Carried by Structure: US 30 EB
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 200611,  Location: 1 MI W OF HAN CO LINE (Lat: 40.827333,  Lng: -83.899469),  Route carried "on" structure: US 30,  Year Built: 1998,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 4,071 (year 2015),  Truck Traffic: 40%,  Average Future Daily Traffic: 5,651 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BENTLEY RD TR 239
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.039,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 1.8m (5.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  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: 200611,  Location: 1 MI W OF HAN CO LINE (Lat: 40.827333,  Lng: -83.899469),  Route carried "under" structure: County highway 239,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 192 (year 2015),  Truck Traffic: 8%,  Features Intersected: US 30,  Facility Carried by Structure: US 30 WB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 200646,  Location: 1 MI W OF HAN CO LINE (Lat: 40.827097,  Lng: -83.899461),  Route carried "on" structure: US 30,  Year Built: 1998,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 4,071 (year 2015),  Truck Traffic: 40%,  Average Future Daily Traffic: 5,651 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BENTLEY RD TR 239
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.039,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 1.8m (5.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  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: 200646,  Location: 1 MI W OF HAN CO LINE (Lat: 40.827097,  Lng: -83.899461),  Route carried "under" structure: County highway 239,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 192 (year 2015),  Truck Traffic: 8%,  Features Intersected: US 30,  Facility Carried by Structure: US 30 EB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 200654,  Location: .75 MI W OF HAN CO LINE (Lat: 40.827881,  Lng: -83.888086),  Route carried "on" structure: US 30,  Year Built: 1998,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 8,142 (year 2015),  Truck Traffic: 40%,  Average Future Daily Traffic: 11,301 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: INTERMITTENT WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.005,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: September 2017
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Structure Number: 202886,  Location: 4.4 mi. North of USR 30 (Lat: 40.862711,  Lng: -83.932561),  Route carried "on" structure: County highway C0185,  Year Built: 1964,  Status: Open,  Structure Length: 24.05m (78.90ft),  Average Daily Traffic: 386 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 536 (year 2039),  Design Load: H 15,  Features Intersected: IR75 & NS RR,  Facility Carried by Structure: CR 185 HILLVILLE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.957,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 202886,  Location: 4.4 mi. North of USR 30 (Lat: 40.862711,  Lng: -83.932561),  Route carried "under" structure: Interstate 75,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 31,190 (year 2016),  Truck Traffic: 36%,  Features Intersected: CR 185 HILLVILLE RD,  Facility Carried by Structure: CR 185 HILLVILLE R
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 3.214,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 202886,  Location: 4.4 mi. North of USR 30 (Lat: 40.862711,  Lng: -83.932561),  Route carried "under" structure: County highway CR270,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,033 (year 2016),  Features Intersected: CR 185 HILLVILLE RD,  Facility Carried by Structure: CR 185 HILLVILLE R
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 17.126,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 20294,  Location: 0.57 mi. N of SR 103-BENT (Lat: 40.884386,  Lng: -83.889750),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 14,899 (year 2015),  Truck Traffic: 34%,  Average Future Daily Traffic: 20,680 (year 2039),  Design Load: HS 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: 128.0m (419.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 3.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 202975,  Location: 0.57 mi. N of SR 103-BENT (Lat: 40.884200,  Lng: -83.889750),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 14,899 (year 2015),  Truck Traffic: 34%,  Average Future Daily Traffic: 20,680 (year 2039),  Design Load: HS 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: 134.0m (439.6ft),  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: Very good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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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: 1,338 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,857 (year 2039),  Design Load: H 15,  Features Intersected: INTERSTATE 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.037,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  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: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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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: 0. m,  Average Daily Traffic: 29,077 (year 2015),  Truck Traffic: 34%,  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: 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: 3,609 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,009 (year 2039),  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: 0.8m (2.6ft),  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: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral 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: 4,759 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,605 (year 2039),  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: 76.0m (249.3ft),  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: 1.1m (3.6ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 3.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: September 2017,  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: County highway C0176,  Year Built: 1957,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,255 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,742 (year 2039),  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: 79.0m (259.2ft),  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: Fair,  Channel: Very good,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 18.30m (60.04ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2017,  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: County highway C0270,  Year Built: 1925,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 3,481 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,832 (year 2039),  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: 116.0m (380.6ft),  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: Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 4.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: 91.40m (299.87ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  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: County highway C0270,  Year Built: 1927,  Year Reconstructed: 1932,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,640 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,052 (year 2039),  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: 79.0m (259.2ft),  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: 1.4m (4.6ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 247634,  Location: 0.15 MI.S OF LINCOLN HWY (Lat: 40.832458,  Lng: -83.880169),  Route carried "on" structure: County highway T0015,  Year Built: 1933,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 145 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 201 (year 2039),  Design Load: H 15,  Features Intersected: STREAM HARDIN HANCOCK,  Facility Carried by Structure: HANCOCK CO. LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 247642,  Location: 0.08 MI N OF ROCKPORT RD (Lat: 40.878553,  Lng: -83.918950),  Route carried "on" structure: County highway T0236,  Year Built: 1986,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 202 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 280 (year 2039),  Design Load: HS 20,  Features Intersected: LITTLE RILEY TOM FETT RD,  Facility Carried by Structure: TOM FETT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.779,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 247669,  Location: 0.31 MI E OF PHILLIPS RD (Lat: 40.920269,  Lng: -83.931761),  Route carried "on" structure: County highway T0016,  Year Built: 1980,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 704 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 977 (year 2039),  Design Load: H 20,  Features Intersected: STREAM PUT CO LN,  Facility Carried by Structure: PUTNAM CO LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.326,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2017
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Structure Number: 247677,  Location: 0.49 MI W OF BENTLEY RD (Lat: 40.920308,  Lng: -83.908961),  Route carried "on" structure: County highway T0016,  Year Built: 1969,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 509 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 706 (year 2039),  Design Load: HS 20,  Features Intersected: STREAM PUT CO LN,  Facility Carried by Structure: PUTNAM CO LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.257,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: November 2017
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Structure Number: 247731,  Location: 0.09 MI W OF TOM FETT RD (Lat: 40.877422,  Lng: -83.920597),  Route carried "on" structure: County highway T0181,  Year Built: 1973,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 254 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 353 (year 2039),  Design Load: HS 20,  Features Intersected: LITTLE RILEY ROCKPORT RD,  Facility Carried by Structure: ROCKPORT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.243,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 30.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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: December 2017,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 247774,  Location: 0.47 MI E OF PHILLIPS RD (Lat: 40.870033,  Lng: -83.928369),  Route carried "on" structure: County highway T0183,  Year Built: 1972,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 351 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 487 (year 2039),  Design Load: HS 20,  Features Intersected: LITTLE RILEY LUGABILL RD,  Facility Carried by Structure: LUGABILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.583,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 4.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 247804,  Location: .25 WEST OF PEVEE (Lat: 40.834125,  Lng: -83.905092),  Route carried "on" structure: County highway C0088,  Year Built: 1993,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 814 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,130 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: LOCHER DITCH LINCOLN HW,  Facility Carried by Structure: LINCOLN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.514,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior 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: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 247871,  Location: 0.20 MI S OF BIXEL RD (Lat: 40.907289,  Lng: -83.899897),  Route carried "on" structure: County highway C0239,  Year Built: 1989,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 1,047 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,453 (year 2039),  Design Load: HS 20,  Features Intersected: RILEY CREEK BENTLEY RD,  Facility Carried by Structure: BENTLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.544,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 247936,  Location: 0.19 MI SO OF BIXEL RD (Lat: 40.906514,  Lng: -83.918650),  Route carried "on" structure: County highway T0236,  Year Built: 2004,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 144 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 200 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: RILEY CREEK - TOM FETT R,  Facility Carried by Structure: TOM FETT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.884,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Critical Feature Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other
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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 M0239,  Year Built: 1960,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,404 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,949 (year 2039),  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: 73.0m (239.5ft),  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: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 4.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 22.90m (75.13ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 247952,  Location: 0.34 MI. S. OF BIXEL RD. (Lat: 40.903392,  Lng: -83.938389),  Route carried "on" structure: County highway C0230,  Year Built: 1995,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 264 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 366 (year 2039),  Design Load: HS 20,  Features Intersected: RILEY CREEK PHILLIPS RD.,  Facility Carried by Structure: PHILLIPS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.477,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable 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: December 2017,  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: 40.899150,  Lng: -83.890431),  Route carried "on" structure: City street MB240,  Year Built: 2010,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 200 (year 1992),  Average Future Daily Traffic: 278 (year 2039),  Features Intersected: RILEY CREEK,  Facility Carried by Structure: S. SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.074,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  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: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 2.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum 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: 0.29m (0.95ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Critical Feature Inspection Date: January 2017,  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 M0240,  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 2039),  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: 98.0m (321.5ft),  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,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  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: December 2017,  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 M0039,  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 2039),  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: 1.1m (3.6ft),  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: 1.1m (3.6ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: December 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 248061,  Location: 0.18 MI E OF TOM FETT RD (Lat: 40.920286,  Lng: -83.915286),  Route carried "on" structure: County highway T0016,  Year Built: 1975,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 509 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 706 (year 2039),  Design Load: HS 20,  Features Intersected: STREAM PUT CO LN,  Facility Carried by Structure: PUTNAM CO. LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.671,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017
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Structure Number: 248118,  Location: 0.14 MI N OF HILLVILLE RD (Lat: 40.864592,  Lng: -83.937972),  Route carried "on" structure: County highway C0230,  Year Built: 1981,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 454 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 630 (year 2039),  Design Load: HS 20,  Features Intersected: LITTLE RILEY PHILLIPS RD,  Facility Carried by Structure: PHILLIPS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.117,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than 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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  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 M0030,  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 2039),  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: 79.0m (259.2ft),  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: 1.1m (3.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 5.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to 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: November 2017,  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 M0026,  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 2039),  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: 79.0m (259.2ft),  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: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Other
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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: 1,255 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,648 (year 2040),  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: 85.0m (278.9ft),  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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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: 0. m,  Average Daily Traffic: 28,565 (year 2015),  Truck Traffic: 24%,  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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Structure Number: 3202259,  Location: 0.33 mi. North of SR103 (Lat: 40.896139,  Lng: -83.862694),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 13,501 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 18,739 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR 33 and Abandoned RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.995,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 125.0m (410.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 3202259,  Location: 0.33 mi. North of SR103 (Lat: 40.896139,  Lng: -83.862694),  Route carried "under" structure: County highway 33,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 477 (year 2015),  Truck Traffic: 8%,  Features Intersected: IR 75,  Facility Carried by Structure: I75 S BOUND
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 3202283,  Location: 0.33 mi. North of SR103 (Lat: 40.895997,  Lng: -83.862336),  Route carried "on" structure: Interstate 75,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 15,033 (year 2015),  Truck Traffic: 24%,  Average Future Daily Traffic: 20,866 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR33 & Abandoned RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.995,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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