Bridge Statistics for Fort Wayne, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 200649,  Location: 00.12 N BALMORAL DRIVE (Lat: 41.068981,  Lng: -85.235100),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 111 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 184 (year 2038),  Design Load: HS 20,  Features Intersected: DURNELL DRAIN,  Facility Carried by Structure: KINROSS LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200651,  Location: 00.90 N ARCOLA ROAD (Lat: 41.116969,  Lng: -85.245750),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 867 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,295 (year 2038),  Features Intersected: SEEGAR DRAIN,  Facility Carried by Structure: O'DAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 77.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 200653,  Location: 00.06 E COVERDALE RD (Lat: 40.996800,  Lng: -85.224831),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 10,125 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,025 (year 2036),  Features Intersected: WELLBAUM DRAIN,  Facility Carried by Structure: AIRPORT EXPY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: County Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200654,  Location: 00.56 E WHEELOCK RD (Lat: 41.136489,  Lng: -85.013406),  Route carried "on" structure: County highway 506,  Year Built: 1960,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 755 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,128 (year 2038),  Features Intersected: LANGLEY DRAIN,  Facility Carried by Structure: ST JOE CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 78.6m (257.9ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200659,  Location: 00.10 S LINCOLN PKWY (Lat: 41.083869,  Lng: -85.231061),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 150 (year 2038),  Design Load: HS 20,  Features Intersected: DURNELL DRAIN,  Facility Carried by Structure: SUMPTER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20066,  Location: 00.60 W DECATUR ROAD (Lat: 40.979211,  Lng: -85.094769),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 156 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 233 (year 2038),  Design Load: HL 93,  Features Intersected: ST MARYS RIVER,  Facility Carried by Structure: BOSTICK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 200661,  Location: 00.10 S UNION CHAPEL RD (Lat: 41.198881,  Lng: -85.094939),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 941 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,564 (year 2038),  Design Load: HL 93,  Features Intersected: BELOT DRAIN,  Facility Carried by Structure: DIEBOLD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.4 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 200662,  Location: 00.10 N OF W SUPERIOR ST (Lat: 41.082031,  Lng: -85.146519),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 10,100 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,000 (year 2036),  Design Load: HS 20,  Features Intersected: ST MARYS RIVER,  Facility Carried by Structure: EWING ST NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 5.9m (19.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $361,000,  Total Project Cost: $1,361,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200663,  Location: 00.10 N OF W SUPERIOR ST (Lat: 41.082031,  Lng: -85.146619),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 10,100 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,000 (year 2036),  Design Load: HS 20,  Features Intersected: ST MARYS RIVER,  Facility Carried by Structure: EWING ST SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 5.9m (19.4ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.08m (26.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: October 2017,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $361,000,  Total Project Cost: $1,361,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200666,  Location: 00.51 N NOARROW (Lat: 41.197611,  Lng: -85.100000),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 526 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 874 (year 2038),  Design Load: HS 20,  Features Intersected: ROY DELAGRANGE DRAIN,  Facility Carried by Structure: PARKVIEW PLAZA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200669,  Location: 00.60 S RIVER ROAD (Lat: 41.079639,  Lng: -85.058850),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 28.29m (92.81ft),  Average Daily Traffic: 19,150 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,575 (year 2036),  Features Intersected: MAUMEE RIVER,  Facility Carried by Structure: MAPLECREST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 3 degrees,  Navigation Control: Yes ( Vertical Clearance: 8.2m (26.9ft), Horizontal Clearance: 85.3m (279.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.1 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: August 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: 200671,  Location: 00.45 S TILLMAN ROAD (Lat: 41.012411,  Lng: -85.126381),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 842 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,399 (year 2038),  Design Load: HS 20,  Features Intersected: CURDES TILE ND #1,  Facility Carried by Structure: HANNA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 93.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $100,000,  Total Project Cost: $125,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200674,  Location: 00.40 W KROEMER RD (Lat: 41.088750,  Lng: -85.218339),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 9,990 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,480 (year 2036),  Design Load: HL 93,  Features Intersected: FLAUGH DRAIN,  Facility Carried by Structure: BASS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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 24 months,  Inspection Date: May 2020,  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: 200675,  Location: 00.30 S SR 14 (Lat: 41.072139,  Lng: -85.309150),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 2,438 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,643 (year 2038),  Design Load: HS 20,  Features Intersected: BEAL-TAYLOR DRAIN,  Facility Carried by Structure: WEST HAMILTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 24 months,  Inspection Date: June 2020,  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: 200676,  Location: 00.40 W OF SR 3 (Lat: 41.132311,  Lng: -85.169089),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 14,100 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,000 (year 2037),  Design Load: HL 93,  Features Intersected: SPY RUN CREEK,  Facility Carried by Structure: WASHINGTON CENTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: - degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 200678,  Location: 00.10 S OF MCDONALD ST (Lat: 41.071489,  Lng: -85.099450),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 2,630 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,372 (year 2038),  Design Load: HL 93,  Features Intersected: NORFOLK SOUTHERN R/R,  Facility Carried by Structure: EDSALL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 81.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 20068,  Location: 00.40 S OF COOK ROAD (Lat: 41.142211,  Lng: -85.245369),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 1,028 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,454 (year 2039),  Design Load: HL 93,  Features Intersected: SEEGAR DITCH,  Facility Carried by Structure: O'DAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.7m (41.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 200681,  Location: 00.10 E OF WESTBROOK DR (Lat: 41.096300,  Lng: -85.142411),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 20,650 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,200 (year 2030),  Design Load: HL 93,  Features Intersected: SPY RUN CREEK,  Facility Carried by Structure: STATE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  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: 200682,  Location: 00.10 W MAYSVILLE ROAD (Lat: 41.106569,  Lng: -85.042339),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 17,750 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 30,000 (year 2036),  Design Load: HS 20,  Features Intersected: BULLERMAN DRAIN,  Facility Carried by Structure: STATE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  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: 9200037,  Location: 00.15 E CR 750 E (Lat: 41.034581,  Lng: -85.352875),  Route carried "on" structure: Alternate County highway 6,  Year Built: 1930,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 150 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 250 (year 2038),  Features Intersected: HINEN DRAIN,  Facility Carried by Structure: CR 900S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9200038,  Location: 00.30 W CR 800 E (Lat: 41.034431,  Lng: -85.342011),  Route carried "on" structure: Alternate County highway 6,  Year Built: 1954,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 150 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 250 (year 2038),  Features Intersected: HINEN DRAIN,  Facility Carried by Structure: CR 900S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 920006,  Location: 00.10 N CR 900 S (Lat: 41.035950,  Lng: -85.355186),  Route carried "on" structure: Alternate County highway 77,  Year Built: 1957,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 150 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 225 (year 2038),  Features Intersected: HINEN DRAIN,  Facility Carried by Structure: CR 700E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9200062,  Location: 00.20 N OF CR 900 S (Lat: 41.036039,  Lng: -85.336122),  Route carried "on" structure: Alternate County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 400 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,500 (year 2038),  Design Load: HS 20,  Features Intersected: BIG INDIAN CREEK,  Facility Carried by Structure: CR 800E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: 425,  Location: 08.54 N US 224 (Lat: 40.954511,  Lng: -85.167672),  Route carried "under" structure: Interstate 469,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 11,351 (year 2021),  Truck Traffic: 41%,  Features Intersected: I-469 WB,  Facility Carried by Structure: SR 1
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 10.429,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 425,  Location: 08.54 N US 224 (Lat: 40.954511,  Lng: -85.167672),  Route carried "under" structure: Interstate 469,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 11,351 (year 2021),  Truck Traffic: 41%,  Features Intersected: I-469 EB,  Facility Carried by Structure: SR 1
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 10.429,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 435,  Location: 19.45 S SR 8 (Lat: 41.178889,  Lng: -85.103469),  Route carried "under" structure: Interstate 69,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 30,413 (year 2019),  Truck Traffic: 12%,  Features Intersected: I-69 NB,  Facility Carried by Structure: SR 1/DUPONT RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 185.799,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 435,  Location: 19.45 S SR 8 (Lat: 41.178889,  Lng: -85.103469),  Route carried "under" structure: Interstate 69,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 34,147 (year 2019),  Truck Traffic: 10%,  Features Intersected: I-69 SB,  Facility Carried by Structure: SR 1/DUPONT RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 185.799,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 128,  Location: 00.00 N I-69 (Lat: 41.129411,  Lng: -85.158111),  Route carried "under" structure: Interstate 69,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 35,239 (year 2017),  Truck Traffic: 8%,  Features Intersected: I-69 SB,  Facility Carried by Structure: SR 3 NB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 178.074,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 128,  Location: 00.00 N I-69 (Lat: 41.129411,  Lng: -85.158111),  Route carried "under" structure: Interstate 69,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 35,825 (year 2017),  Truck Traffic: 12%,  Features Intersected: I-69 NB,  Facility Carried by Structure: SR 3 NB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 178.074,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 129,  Location: 00.00 N I-69 (Lat: 41.129339,  Lng: -85.158317),  Route carried "under" structure: Interstate 69,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 35,825 (year 2017),  Truck Traffic: 12%,  Features Intersected: I-69 NB,  Facility Carried by Structure: SR 3 SB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 178.058,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 129,  Location: 00.00 N I-69 (Lat: 41.129339,  Lng: -85.158317),  Route carried "under" structure: Interstate 69,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 35,239 (year 2017),  Truck Traffic: 25%,  Features Intersected: I-69 SB,  Facility Carried by Structure: SR 3 SB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 178.058,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 386,  Location: 12.72 E SR 9 (Lat: 41.074519,  Lng: -85.228339),  Route carried "under" structure: Interstate 69,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 26,261 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-69 NB,  Facility Carried by Structure: SR 14
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 168.997,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 386,  Location: 12.72 E SR 9 (Lat: 41.074519,  Lng: -85.228339),  Route carried "under" structure: Interstate 69,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 26,261 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-69 SB,  Facility Carried by Structure: SR 14
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 168.997,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 747,  Location: 07.14 N I-469 (Lat: 41.071500,  Lng: -85.133522),  Route carried "under" structure: US 27,  Year Built: 1914,  Structure Length: 0. m,  Average Daily Traffic: 8,707 (year 2020),  Truck Traffic: 2%,  Features Intersected: US 27 NB (R LANE),  Facility Carried by Structure: NS RR & CFE RR
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 20.809,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 5.9m (19.4ft)

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Structure Number: 747,  Location: 07.14 N I-469 (Lat: 41.071500,  Lng: -85.133522),  Route carried "under" structure: US 27,  Year Built: 1914,  Structure Length: 0. m,  Average Daily Traffic: 8,707 (year 2020),  Truck Traffic: 4%,  Features Intersected: US 27 NB (L LANE),  Facility Carried by Structure: NS RR & CFE RR
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 20.809,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 5.9m (19.4ft)

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Structure Number: 748,  Location: 02.70 S SR 930 (Lat: 41.082431,  Lng: -85.135453),  Route carried "under" structure: US 27,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 23,571 (year 2016),  Truck Traffic: 20%,  Features Intersected: US 27 NB,  Facility Carried by Structure: NS RR (CHICAGO)
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 21.968,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 752,  Location: 02.68 S SR 930 (Lat: 41.082161,  Lng: -85.138817),  Route carried "under" structure: US 27,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 28,559 (year 2021),  Truck Traffic: 10%,  Features Intersected: US 27 SB,  Facility Carried by Structure: NS RR (CHICAGO)
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 1.963,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 753,  Location: 03.43 S SR 930 (Lat: 41.071500,  Lng: -85.136758),  Route carried "under" structure: US 27,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 17,822 (year 2018),  Truck Traffic: 20%,  Features Intersected: US 27 SB,  Facility Carried by Structure: NS RR & CFE RR
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 3.170,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.1m (46.3ft)

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Structure Number: 8731,  Location: 00.23 E US-33 (Lat: 41.125739,  Lng: -85.192603),  Route carried "under" structure: US 30,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 20,033 (year 2019),  Truck Traffic: 19%,  Features Intersected: US-30 WB & US-33 NB,  Facility Carried by Structure: HILLEGAS ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 12.295,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 8731,  Location: 00.23 E US-33 (Lat: 41.125739,  Lng: -85.192603),  Route carried "under" structure: US 30,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 20,033 (year 2019),  Truck Traffic: 19%,  Features Intersected: US-30 EB & US-33 SB,  Facility Carried by Structure: HILLEGAS ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 12.295,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 874,  Location: 00.63 E US-33 (Lat: 41.122211,  Lng: -85.186767),  Route carried "under" structure: Interstate 69,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 33,680 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-69,  Facility Carried by Structure: US 30/33, SR 930
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 175.386,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 874,  Location: 00.63 E US-33 (Lat: 41.122211,  Lng: -85.186767),  Route carried "under" structure: Interstate 69,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 33,680 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-69,  Facility Carried by Structure: US 30/33, SR 930
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 175.386,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.8m (74.8ft)

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Structure Number: 881,  Location: 05.22 W I-469 (Lat: 41.073300,  Lng: -85.087547),  Route carried "under" structure: State highway 930,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 16,923 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 930 EB, Washington St
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 12.424,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 881,  Location: 05.22 W I-469 (Lat: 41.073300,  Lng: -85.087547),  Route carried "under" structure: State highway 930,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 16,923 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 930 EB, Washington St
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 12.424,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 10895,  Location: 00.63 N US-30 (Lat: 41.126600,  Lng: -85.196778),  Route carried "under" structure: US 30,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 40,056 (year 2019),  Truck Traffic: 25%,  Features Intersected: US 30 EB,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 11.925,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 10895,  Location: 00.63 N US-30 (Lat: 41.126600,  Lng: -85.196778),  Route carried "under" structure: US 30,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 40,056 (year 2019),  Truck Traffic: 25%,  Features Intersected: US 30 WB,  Facility Carried by Structure: US 33
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 11.925,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 32826,  Location: 01.79 E I-69 (Lat: 40.954239,  Lng: -85.258042),  Route carried "under" structure: Interstate 469,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 10,362 (year 2020),  Truck Traffic: 35%,  Features Intersected: I-469 EB,  Facility Carried by Structure: INDIANAPOLIS ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 2.881,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 32826,  Location: 01.79 E I-69 (Lat: 40.954239,  Lng: -85.258042),  Route carried "under" structure: Interstate 469,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 10,362 (year 2020),  Truck Traffic: 35%,  Features Intersected: I-469 WB,  Facility Carried by Structure: INDIANAPOLIS ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 2.881,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 32828,  Location: 02.91 W SR 1 (Lat: 40.952711,  Lng: -85.224092),  Route carried "under" structure: Interstate 469,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 9,137 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-469 EB,  Facility Carried by Structure: COVERDALE ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 5.745,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.8m (94.5ft)

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Structure Number: 32828,  Location: 02.91 W SR 1 (Lat: 40.952711,  Lng: -85.224092),  Route carried "under" structure: Interstate 469,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 9,137 (year 2021),  Truck Traffic: 28%,  Features Intersected: I-469 WB,  Facility Carried by Structure: COVERDALE ROAD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 5.745,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.8m (94.5ft)

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Structure Number: 32835,  Location: 01.48 E SR 1 (Lat: 40.957150,  Lng: -85.139236),  Route carried "under" structure: Interstate 469,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 10,815 (year 2019),  Truck Traffic: 39%,  Features Intersected: I-469 EB,  Facility Carried by Structure: THIELE ROAD
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 13.100,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 32835,  Location: 01.48 E SR 1 (Lat: 40.957150,  Lng: -85.139236),  Route carried "under" structure: Interstate 469,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 10,815 (year 2019),  Truck Traffic: 39%,  Features Intersected: I-469 WB,  Facility Carried by Structure: THIELE ROAD
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 13.100,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 32836,  Location: 02.55 E SR 1 (Lat: 40.967261,  Lng: -85.123336),  Route carried "under" structure: Interstate 469,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 11,376 (year 2021),  Truck Traffic: 21%,  Features Intersected: I-469 WB,  Facility Carried by Structure: WINCHESTER ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 14.532,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 32836,  Location: 02.55 E SR 1 (Lat: 40.967261,  Lng: -85.123336),  Route carried "under" structure: Interstate 469,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 11,376 (year 2021),  Truck Traffic: 21%,  Features Intersected: I-469 EB,  Facility Carried by Structure: WINCHESTER ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 14.532,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 32838,  Location: 03.79 E SR 1 (Lat: 40.980050,  Lng: -85.106072),  Route carried "under" structure: Interstate 469,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 10,299 (year 2019),  Truck Traffic: 39%,  Features Intersected: I-469 EB,  Facility Carried by Structure: S Anthony Extended
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 16.528,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 32838,  Location: 03.79 E SR 1 (Lat: 40.980050,  Lng: -85.106072),  Route carried "under" structure: Interstate 469,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 10,299 (year 2017),  Truck Traffic: 39%,  Features Intersected: I-469 WB,  Facility Carried by Structure: S Anthony Extended
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 16.528,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 32841,  Location: 04.96 E SR 1 (Lat: 40.982361,  Lng: -85.086175),  Route carried "under" structure: US 27,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 7,468 (year 2016),  Truck Traffic: 12%,  Features Intersected: US 27 NB,  Facility Carried by Structure: I-469 EB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 9.366,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 32841,  Location: 04.96 E SR 1 (Lat: 40.982361,  Lng: -85.086175),  Route carried "under" structure: US 27,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 7,456 (year 2016),  Truck Traffic: 14%,  Features Intersected: US 27 SB,  Facility Carried by Structure: I-469 EB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 9.366,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 32842,  Location: 04.96 E SR 1 (Lat: 40.982461,  Lng: -85.086267),  Route carried "under" structure: US 27,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 7,843 (year 2018),  Truck Traffic: 13%,  Features Intersected: US 27 NB,  Facility Carried by Structure: I-469 WB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 9.382,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 32842,  Location: 04.96 E SR 1 (Lat: 40.982461,  Lng: -85.086267),  Route carried "under" structure: US 27,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 7,786 (year 2018),  Truck Traffic: 13%,  Features Intersected: US 27 SB,  Facility Carried by Structure: I-469 WB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 9.382,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 32845,  Location: 01.67 E US 27 (Lat: 40.992689,  Lng: -85.056678),  Route carried "under" structure: Interstate 469,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 8,752 (year 2019),  Truck Traffic: 34%,  Features Intersected: I-469 EB,  Facility Carried by Structure: MARION CENTER ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 21.098,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.5m (103.3ft)

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Structure Number: 32845,  Location: 01.67 E US 27 (Lat: 40.992689,  Lng: -85.056678),  Route carried "under" structure: Interstate 469,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 8,289 (year 2019),  Truck Traffic: 34%,  Features Intersected: I-469 WB,  Facility Carried by Structure: MARION CENTER ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 21.098,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.5m (103.3ft)