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


  • National Bridge Inventory (NBI) Statistics
  • 260Number of bridges
  • 5,869ft / 1,789mTotal length
  • $659,445,000Total costs
  • 6,371,019Total average daily traffic
  • 848,232Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Toledo
  • No street view available for this location

New bridges in Toledo, OH - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 41910-1919
  • 11920-1929
  • 41930-1939
  • 31940-1949
  • 201950-1959
  • 821960-1969
  • 381970-1979
  • 131980-1989
  • 291990-1999
  • 412000-2009
  • 242010-2018
Reconstructed bridges in Toledo, OH - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 21960-1969
  • 11970-1979
  • 41980-1989
  • 111990-1999
  • 182000-2009
  • 112010-2018
Average Bridge Daily Traffic in Toledo, OH
Average Bridge Truck Traffic in Toledo, OH
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 19.0%Excellent
  • 28.2%Very good
  • 32.5%Good
  • 10.4%Satisfactory
  • 4.9%Fair
  • 3.1%Poor
  • 1.8%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 22.6%Excellent
  • 22.6%Very good
  • 31.1%Good
  • 16.5%Satisfactory
  • 4.9%Fair
  • 1.8%Poor
  • 0.6%Failed
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.5%Excellent
  • 30.5%Very good
  • 35.4%Good
  • 14.6%Satisfactory
  • 1.2%Fair
  • 1.2%Poor
  • 0.6%Serious
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 20.0%Excellent
  • 30.0%Very good
  • 30.0%Good
  • 13.3%Satisfactory
  • 3.3%Fair
  • 3.3%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 5.6%Excellent
  • 11.1%Very good
  • 50.0%Good
  • 33.3%Satisfactory
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Structure Number: 903,  Location: 1.2 MI N OF US 27 JCT (Lat: 39.337461,  Lng: -84.627339),  Route carried "on" structure: State highway 128,  Year Built: 1960,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.29m (23.92ft),  Average Daily Traffic: 9,754 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,539 (year 2039),  Design Load: H 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.586,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  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: 22.4 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 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: 193,  Location: .2 MI N OF MAIN ST (Lat: 40.224908,  Lng: -84.484108),  Route carried "on" structure: County highway M0650,  Year Built: 2016,  Status: Open,  Structure Length: 2.61m (8.56ft),  Average Daily Traffic: 979 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,359 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SWAMP CREEK,  Facility Carried by Structure: N CENTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.187,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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,  Membrane: Epoxy,  Deck Protection: Other Coated Reinforcing
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Structure Number: 4800222,  Location: 100 FT WEST OF SPENCER ST (Lat: 41.634742,  Lng: -83.575283),  Route carried "on" structure: State highway 2,  Year Built: 1995,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 10,570 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,671 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.677,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2018,  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: 4800249,  Location: JCT. S.R. 2 & I.R.75 (Lat: 41.637644,  Lng: -83.546775),  Route carried "on" structure: State highway 2,  Year Built: 1964,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 19,700 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 27,344 (year 2040),  Design Load: HS 20,  Features Intersected: N.S.R.R. & EMERALD AVE.
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 29.203,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 4800249,  Location: JCT. S.R. 2 & I.R.75 (Lat: 41.637644,  Lng: -83.546775),  Route carried "under" structure: City street EME,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 3,700 (year 1974),  Features Intersected: SR 2,  Facility Carried by Structure: SR-2
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 11.343,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 4800303,  Location: 0.2 mile west of Summit (Lat: 41.641892,  Lng: -83.539978),  Route carried "on" structure: State highway 2,  Year Built: 1931,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 97.99m (321.49ft),  Average Daily Traffic: 21,253 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,499 (year 2039),  Design Load: H 20,  Features Intersected: MAUMEE RIVER,RRS&STREETS,  Facility Carried by Structure: HIGH LEVEL BRIDGE
Minimum Vertical Clearance: 10.06m (33.01ft),  Kilometerpoint: 2.996,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 283.0m (928.5ft), Horizontal Clearance: 2277.0m (7,470.5ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 25,  Length of Maximum Span: 239.3m (785.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 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,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2017,  Critical Feature Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4800303,  Location: 0.2 mile west of Summit (Lat: 41.641892,  Lng: -83.539978),  Route carried "under" structure: City street 72A,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 6,200 (year 1974),  Features Intersected: SR 2,  Facility Carried by Structure: HIGH LEVEL BRIDGE
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.048,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Suspension,  Length of Maximum Span: 239.3m (785.1ft)

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Structure Number: 4800613,  Location: JCT. U. S. 20 AND I-475 (Lat: 41.674781,  Lng: -83.694003),  Route carried "on" structure: US 20,  Year Built: 2016,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 45,820 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 63,598 (year 2039),  Design Load: HL 93,  Features Intersected: OVER IR 475
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.414,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.5m (90.2ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 55.9m (183.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 52.70m (172.90ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 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: 4800699,  Location: .05 Mile N of Pineview (Lat: 41.634978,  Lng: -83.664486),  Route carried "on" structure: US 20,  Year Built: 1930,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 25,140 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,894 (year 2039),  Design Load: HS 20,  Features Intersected: HELDMAN DITCH,  Facility Carried by Structure: REYNOLDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.043,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4800796,  Location: US RT 20 OVER SWAN CREEK (Lat: 41.611350,  Lng: -83.664517),  Route carried "on" structure: US 20,  Year Built: 1994,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 27,130 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 37,656 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.618,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 2.2m (7.2ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4801539,  Location: 200 FT.S OF CITY PARK AVE (Lat: 41.638014,  Lng: -83.556486),  Route carried "on" structure: State highway 25,  Year Built: 1934,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 31,787 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 44,120 (year 2039),  Design Load: H 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.743,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 308.0m (1,010.5ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 35.5m (116.5ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4801563,  Location: WB SR-25 over Collingwood (Lat: 41.641881,  Lng: -83.551583),  Route carried "on" structure: State highway 25,  Year Built: 1963,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 15,894 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,061 (year 2039),  Design Load: HS 20,  Features Intersected: COLLINGWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.339,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 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: 4801563,  Location: WB SR-25 over Collingwood (Lat: 41.641881,  Lng: -83.551583),  Route carried "under" structure: City street 1W27,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,069 (year 2015),  Truck Traffic: 12%,  Features Intersected: USR 24,  Facility Carried by Structure: SR 25
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 12.164,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 4801598,  Location: EB SR-25 over Collingwood (Lat: 41.641864,  Lng: -83.551403),  Route carried "on" structure: State highway 25,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 15,894 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,061 (year 2039),  Design Load: HS 20,  Features Intersected: COLLINGWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.339,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 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: 4801598,  Location: EB SR-25 over Collingwood (Lat: 41.641864,  Lng: -83.551403),  Route carried "under" structure: City street 1W27,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,069 (year 2015),  Truck Traffic: 12%,  Features Intersected: USR 24,  Facility Carried by Structure: SR-25
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 11.279,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 4801652,  Location: WB SR-25 over Swan Creek (Lat: 41.642733,  Lng: -83.550850),  Route carried "on" structure: State highway 25,  Year Built: 1963,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 13,463 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,687 (year 2039),  Design Load: HS 20,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: ANTHONY WAYNE TR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.467,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: Febuary 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: 4801687,  Location: EB SR-25 over Swan Creek (Lat: 41.642772,  Lng: -83.550539),  Route carried "on" structure: State highway 25,  Year Built: 1963,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 13,463 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,687 (year 2039),  Design Load: HS 20,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: ANTHONY WAYNE TR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.467,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 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: 4801741,  Location: JCT. I-75 & OTTAWA RIVER (Lat: 41.687767,  Lng: -83.555228),  Route carried "on" structure: US 24,  Year Built: 1971,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 9,464 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 13,136 (year 2039),  Design Load: HS 20,  Features Intersected: OTTAWA RIVER,  Facility Carried by Structure: DETROIT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.735,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 262.0m (859.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2017,  Underwater Inspection Date: November 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 4801873,  Location: 400 FT W OF JCT DETROIT A (Lat: 41.710194,  Lng: -83.544825),  Route carried "on" structure: US 24,  Year Built: 2007,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 9,354 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 12,983 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SHANTEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.583,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  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: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4801962,  Location: 1/4 MI. S. SR 184 (Lat: 41.719089,  Lng: -83.547406),  Route carried "on" structure: US 24,  Year Built: 1991,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 13,396 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 18,594 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SILVER CREEK,  Facility Carried by Structure: TELEGRAPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.645,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: 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 minimum criteria,  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: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4801997,  Location: .5 MI N SR 184 (Lat: 41.729558,  Lng: -83.547633),  Route carried "on" structure: US 24,  Year Built: 2004,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 13,098 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 18,180 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: HALFWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.803,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  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: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 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: 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: Febuary 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: 4802098,  Location: .3 MI S. OF SOUTH AVE. (Lat: 41.626711,  Lng: -83.594625),  Route carried "on" structure: US 24,  Year Built: 1991,  Status: Open,  Structure Length: 0.46m (1.51ft),  Average Daily Traffic: 13,080 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,155 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: DETROIT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.947,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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 desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4802373,  Location: JCT I-75 & U.S. 24 (Lat: 41.666869,  Lng: -83.568867),  Route carried "on" structure: US 24,  Year Built: 1967,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 13,380 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,571 (year 2039),  Design Load: HS 20,  Features Intersected: IR 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.193,  Lanes on structure: 6,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 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: 4802373,  Location: JCT I-75 & U.S. 24 (Lat: 41.666869,  Lng: -83.568867),  Route carried "under" structure: Interstate 75,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 87,560 (year 2010),  Truck Traffic: 15%,  Features Intersected: USR 24,  Facility Carried by Structure: U.S. 24
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.642,  Lanes on structure: 6,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.9m (9.5ft)

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Structure Number: 4802616,  Location: .5 MI W. OF I-75 (Lat: 41.622156,  Lng: -83.533631),  Route carried "on" structure: State highway 65,  Year Built: 1969,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 20,360 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,260 (year 2039),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.335,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.3m (63.3ft)

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: 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: March 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: 480264,  Location: E. OF OREGON RD. (Lat: 41.630794,  Lng: -83.525181),  Route carried "on" structure: State highway 65,  Year Built: 1968,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 7,256 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,071 (year 2039),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.767,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  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: 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4802667,  Location: 0.06 mile N of Clayton St (Lat: 41.643492,  Lng: -83.540022),  Route carried "on" structure: State highway 51,  Year Built: 1976,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 11,611 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,116 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SWAN CREEK,  Facility Carried by Structure: SUMMIT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.342,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 189.0m (620.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4802705,  Location: Intersection I-75 @ SR65 (Lat: 41.620269,  Lng: -83.541858),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 65,002 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 90,223 (year 2040),  Design Load: HS 20,  Features Intersected: ST RT 65 (MIAMI ST.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 35.2m (115.5ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 4802705,  Location: Intersection I-75 @ SR65 (Lat: 41.620269,  Lng: -83.541858),  Route carried "under" structure: State highway 65,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 18,110 (year 2010),  Truck Traffic: 6%,  Features Intersected: IR 75,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 0.611,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 4802764,  Location: JCT. MAUMEE RIVER (Lat: 41.622039,  Lng: -83.541942),  Route carried "on" structure: Interstate 75,  Year Built: 1963,  Status: Open,  Structure Length: 103.66m (340.09ft),  Average Daily Traffic: 65,300 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 90,636 (year 2040),  Design Load: HS 20,  Features Intersected: MAUMEE R N.S.RR SOUTH AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 32 degrees,  Navigation Control: Yes ( Vertical Clearance: 119.0m (390.4ft), Horizontal Clearance: 335.0m (1,099.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 31,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 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: Superior to present desirable criteria,  Underclear: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2018,  Underwater Inspection Date: July 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 4802764,  Location: JCT. MAUMEE RIVER (Lat: 41.622039,  Lng: -83.541942),  Route carried "under" structure: City street 1W58,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10,500 (year 1974),  Features Intersected: IR 75,  Facility Carried by Structure: IR 75
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.064,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 4802772,  Location: JCT. MAUMEE RIVER (Lat: 41.629497,  Lng: -83.542125),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1963,  Status: Open,  Structure Length: 14.23m (46.69ft),  Average Daily Traffic: 3,340 (year 1985),  Average Future Daily Traffic: 4,636 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN R.R.,  Facility Carried by Structure: ROADWAY RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.271,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 4802853,  Location: I-75 over Segur Ave. (Lat: 41.636600,  Lng: -83.543822),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 63,710 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 88,429 (year 2040),  Design Load: HS 20,  Features Intersected: SEGUR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 35.2m (115.5ft),  Out-to-Out Width: 36.2m (118.8ft)

Condition: Deck: Poor,  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: 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4802853,  Location: I-75 over Segur Ave. (Lat: 41.636600,  Lng: -83.543822),  Route carried "under" structure: City street SEG,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 1974),  Features Intersected: IR 75,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 11.392,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.8m (5.9ft)

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Structure Number: 4802888,  Location: JCT. EMERALD AVE. (Lat: 41.637511,  Lng: -83.544747),  Route carried "on" structure: Interstate 75,  Year Built: 1964,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 63,710 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 88,429 (year 2040),  Design Load: HS 20,  Features Intersected: SR 2-NSRR & EMERALD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 35.2m (115.5ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4802888,  Location: JCT. EMERALD AVE. (Lat: 41.637511,  Lng: -83.544747),  Route carried "under" structure: State highway 2,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 19,700 (year 2010),  Truck Traffic: 6%,  Features Intersected: IR 75,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 29.364,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 4802942,  Location: 1.52 MILES NORTH SR65 INT (Lat: 41.640611,  Lng: -83.548331),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Status: Open,  Structure Length: 54.01m (177.20ft),  Average Daily Traffic: 28,100 (year 2010),  Truck Traffic: 19%,  Average Future Daily Traffic: 39,003 (year 2040),  Design Load: HS 20,  Features Intersected: SWAN CR N&WRR SR25
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.687,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 4802942,  Location: 1.52 MILES NORTH SR65 INT (Lat: 41.640611,  Lng: -83.548331),  Route carried "under" structure: Alternate State highway 25,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 17,930 (year 2010),  Truck Traffic: 6%,  Features Intersected: IR 75 SB,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 13.628,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 480295,  Location: I-75 SB ramp G over SR-25 (Lat: 41.643600,  Lng: -83.549083),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1966,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 43,970 (year 1986),  Average Future Daily Traffic: 61,030 (year 2040),  Design Load: HS 20,  Features Intersected: SR25(ANTHONY WAYNE)NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 480295,  Location: I-75 SB ramp G over SR-25 (Lat: 41.643600,  Lng: -83.549083),  Route carried "under" structure: State highway 25,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 17,930 (year 2010),  Truck Traffic: 6%,  Features Intersected: RAMP 2G,  Facility Carried by Structure: IR75 RMP G O SWAN
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.366,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 4802977,  Location: JCT. IR 75 & SR 25 (Lat: 41.640694,  Lng: -83.548094),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Status: Open,  Structure Length: 57.27m (187.89ft),  Average Daily Traffic: 28,100 (year 2010),  Truck Traffic: 19%,  Average Future Daily Traffic: 39,003 (year 2040),  Design Load: HS 20,  Features Intersected: SWAN CR & SR 25
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 2.687,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4802977,  Location: JCT. IR 75 & SR 25 (Lat: 41.640694,  Lng: -83.548094),  Route carried "under" structure: Alternate State highway 25,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 17,930 (year 2010),  Truck Traffic: 6%,  Features Intersected: IR 75 NB,  Facility Carried by Structure: I-75
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 13.709,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 4803,  Location: I-75 under Nebraska Ave. (Lat: 41.645317,  Lng: -83.549744),  Route carried "on" structure: City street 1W26,  Year Built: 1966,  Status: Open,  Structure Length: 29.32m (96.19ft),  Average Daily Traffic: 5,300 (year 1974),  Average Future Daily Traffic: 88,194 (year 2040),  Design Load: HS 20,  Features Intersected: IR 75&RAMPS, SR 25 N&W R,  Facility Carried by Structure: NEBRASKA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.293,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4803,  Location: I-75 under Nebraska Ave. (Lat: 41.645317,  Lng: -83.549744),  Route carried "under" structure: Interstate 75,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 63,540 (year 2010),  Truck Traffic: 18%,  Features Intersected: NEBRASKA AVE,  Facility Carried by Structure: NEBRASKA AVE.
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 3.202,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 4803094,  Location: I-75 under Indiana Ave. (Lat: 41.650361,  Lng: -83.549050),  Route carried "on" structure: City street 1W69,  Year Built: 1968,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 13,600 (year 1974),  Average Future Daily Traffic: 107,989 (year 2040),  Design Load: H 20,  Features Intersected: IR 75,  Facility Carried by Structure: INDIANA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.212,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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