Bridge Statistics for South Bend, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 7100058,  Location: 01.20 E of MIAMI Hwy (Lat: 41.550111,  Lng: -86.195811),  Route carried "on" structure: Alternate County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 207 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 355 (year 2038),  Design Load: HS 20,  Features Intersected: KLINE Ditch,  Facility Carried by Structure: OSBORNE 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),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: September 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7100059,  Location: 00.30 N of JACKSON Rd (Lat: 41.624969,  Lng: -86.365561),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 410 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 515 (year 2041),  Design Load: HS 20,  Features Intersected: PLACE Ditch,  Facility Carried by Structure: PEACH Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $616,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $740,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 710007,  Location: 01.20 W of IRONWOOD Rd (Lat: 41.507889,  Lng: -86.236769),  Route carried "on" structure: Alternate County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 203 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 248 (year 2038),  Design Load: HS 20,  Features Intersected: West Branch BUNCH Ditch,  Facility Carried by Structure: RILEY 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: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7100076,  Location: 00.10 N of SR 933 (Lat: 41.665839,  Lng: -86.236111),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 5,935 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,241 (year 2038),  Design Load: HS 20,  Features Intersected: ST. JOSEPH River,  Facility Carried by Structure: SAMPLE St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 21.9m (71.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.3m (76.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.70m (38.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $653,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $980,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 710008,  Location: 00.30 E of MIAMI Hwy (Lat: 41.493500,  Lng: -86.187811),  Route carried "on" structure: Alternate County highway ,  Year Built: 1935,  Year Reconstructed: 1979,  Status: Posted for load,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 242 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 295 (year 2041),  Design Load: HS 20,  Features Intersected: KLINE Ditch,  Facility Carried by Structure: SHIVELY Rd
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),  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: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.9 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $549,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $824,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7100088,  Location: 00.10 N SR 933 (Lat: 41.659731,  Lng: -86.225519),  Route carried "on" structure: City street ,  Year Built: 1929,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 13.24m (43.44ft),  Average Daily Traffic: 7,350 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,969 (year 2039),  Design Load: HS 20,  Features Intersected: ST JOSEPH RV/NSIDE BLVD,  Facility Carried by Structure: TWYCKENHAM DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Navigation Control: Yes ( Vertical Clearance: 9.1m (29.9ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 32.7 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: Equal to present minimum criteria,  Underclear: Superior 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,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2020,  Other Special Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 71001,  Location: 00.45 N FILLMORE ROAD (Lat: 41.686281,  Lng: -86.322561),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 9,063 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 12,386 (year 2041),  Design Load: HS 20,  Features Intersected: ARDMORE TRAIL,  Facility Carried by Structure: MAYFLOWER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 78.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,236,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,484,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 7100101,  Location: 00.40 N OF FILLMORE ROAD (Lat: 41.685000,  Lng: -86.322719),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 8.36m (27.43ft),  Average Daily Traffic: 9,063 (year 2019),  Truck Traffic: 16%,  Average Future Daily Traffic: 12,386 (year 2041),  Design Load: HS 20,  Features Intersected: CONRAIL RR,  Facility Carried by Structure: MAYFLOWER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.35m (27.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,870,000,  Roadway Improvement Cost: $287,000,  Total Project Cost: $3,875,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 7100102,  Location: 00.50 S of US 20 (Lat: 41.647111,  Lng: -86.321831),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 6,056 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 7,389 (year 2039),  Design Load: HS 20,  Features Intersected: PLACE Ditch,  Facility Carried by Structure: MAYFLOWER 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),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $399,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $671,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 7100106,  Location: 00.20 E SR 933 (Lat: 41.679139,  Lng: -86.245500),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 16,211 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,780 (year 2038),  Design Load: HS 20,  Features Intersected: EAST RACE WAY,  Facility Carried by Structure: LASALLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $525,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 7100108,  Location: 00.10 N of SAMPLE St (Lat: 41.665081,  Lng: -86.282839),  Route carried "on" structure: City street ,  Year Built: 1984,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 9,847 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 12,015 (year 2037),  Design Load: HS 20,  Features Intersected: CONRAIL AND GTW RR,  Facility Carried by Structure: OLIVE St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 7.2m (23.6ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.99m (26.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7100109,  Location: 00.10 W of OLIVE St (Lat: 41.664611,  Lng: -86.284469),  Route carried "on" structure: City street ,  Year Built: 1984,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 12.33m (40.45ft),  Average Daily Traffic: 14,005 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,200 (year 2040),  Design Load: HS 20,  Features Intersected: CONRAIL AND GTW RR,  Facility Carried by Structure: SAMPLE St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.31m (40.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $68,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7100111,  Location: 00.10 N of SHIVELY Rd (Lat: 41.495281,  Lng: -86.253081),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 128 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 156 (year 2038),  Design Load: HS 20,  Features Intersected: HESTON Creek,  Facility Carried by Structure: KENILWORTH Rd
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: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $61,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7100117,  Location: 00.20 E SR 933 (Lat: 41.677781,  Lng: -86.245161),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 9,178 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,200 (year 2038),  Design Load: HS 20,  Features Intersected: EAST RACE WAY,  Facility Carried by Structure: COLFAX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.5m (83.7ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7100118,  Location: 00.04 E SR 933 (Lat: 41.677781,  Lng: -86.248050),  Route carried "on" structure: City street ,  Year Built: 1983,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 9,178 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,200 (year 2038),  Design Load: HS 20,  Features Intersected: ST JOSEPH RIVER,  Facility Carried by Structure: COLFAX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 4 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.6m (15.1ft), Horizontal Clearance: 25.9m (85.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.5m (90.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.86m (38.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $527,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $791,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7100133,  Location: 00.20 S OF EWING AVENUE (Lat: 41.648450,  Lng: -86.251300),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 11,873 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,488 (year 2039),  Design Load: HS 20,  Features Intersected: BOWMAN CREEK,  Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 8.2m (26.9ft),  Right: 7.9m (25.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.43m (1.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $383,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $575,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7100134,  Location: 00.10 N EWING AVENUE (Lat: 41.652050,  Lng: -86.246061),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 300 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 370 (year 2034),  Features Intersected: BOWMAN CREEK,  Facility Carried by Structure: CARROLL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.58m (1.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $354,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7100135,  Location: 00.10 E JUNIPER ROAD (Lat: 41.717861,  Lng: -86.234569),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 386 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 470 (year 2037),  Design Load: H 20,  Features Intersected: JUDAY CREEK,  Facility Carried by Structure: KINTZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: September 2020

Find on map >>   Show street view

Structure Number: 7100136,  Location: 00.10 N. OF CLEVELAND ROA (Lat: 41.724089,  Lng: -86.255419),  Route carried "on" structure: Alternate City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 507 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 618 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: JUDAY CREEK,  Facility Carried by Structure: KENILWORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 32.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

Find on map >>   Show street view

Structure Number: 7100144,  Location: 00.80 E SR 23 (Lat: 41.476469,  Lng: -86.464739),  Route carried "on" structure: Alternate County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 234 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 286 (year 2034),  Design Load: HL 93,  Features Intersected: YELLOW BANK CREEK,  Facility Carried by Structure: TYLER ROAD
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: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.2 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 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7100146,  Location: 00.50 SW US 20 (Lat: 41.616869,  Lng: -86.253919),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 2.03m (6.66ft),  Average Daily Traffic: 4,260 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,200 (year 2032),  Design Load: HL 93,  Features Intersected: MAIN ST,  Facility Carried by Structure: JOHNSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.344,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.9m (65.3ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 5502,  Location: 01.38 E US-31 (Lat: 41.626411,  Lng: -86.225089),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 4,585 (year 2004),  Truck Traffic: 5%,  Features Intersected: YORK ROAD,  Facility Carried by Structure: US 20
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.7m (64.6ft)

Find on map >>   Show street view

Structure Number: 5503,  Location: 01.88 E US-31 (Lat: 41.626800,  Lng: -86.215539),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 21,647 (year 2018),  Truck Traffic: 12%,  Features Intersected: IRONWOOD RD. (& RAMPS),  Facility Carried by Structure: US 20
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.1m (193.9ft)

Find on map >>   Show street view

Structure Number: 582,  Location: 00.88 S US 20X (Lat: 41.666681,  Lng: -86.238511),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,052 (year 2018),  Truck Traffic: 3%,  Features Intersected: LINCOLNWAY SB,  Facility Carried by Structure: SR 23/SR 933 NB
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 15.305,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

Find on map >>   Show street view

Structure Number: 582,  Location: 00.88 S US 20X (Lat: 41.666681,  Lng: -86.238517),  Route carried "under" structure: State highway 933,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 10,825 (year 2018),  Truck Traffic: 3%,  Features Intersected: SR 933 NB / LINCOLNWAY
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 15.305,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

Find on map >>   Show street view

Structure Number: 583,  Location: 00.09 N SR 933 (Lat: 41.667389,  Lng: -86.237100),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 4,244 (year 2018),  Truck Traffic: 5%,  Features Intersected: NORTHSIDE BLVD,  Facility Carried by Structure: SR 23
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.0m (147.6ft)

Find on map >>   Show street view

Structure Number: 584,  Location: 00.19 N SR-933 (Lat: 41.668139,  Lng: -86.235639),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 1,971 (year 2018),  Truck Traffic: 12%,  Features Intersected: MISHAWAKA AVENUE WB,  Facility Carried by Structure: SR 23
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.3m (66.6ft)

Find on map >>   Show street view

Structure Number: 584,  Location: 00.19 N SR-933 (Lat: 41.668139,  Lng: -86.235642),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 2,273 (year 2018),  Truck Traffic: 12%,  Features Intersected: MISHAWAKA AVENUE EB,  Facility Carried by Structure: SR 23
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.3m (66.6ft)

Find on map >>   Show street view

Structure Number: 1017,  Location: 02.75 E SR-23 (Lat: 41.624450,  Lng: -86.251517),  Route carried "under" structure: US 31,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 10,074 (year 2020),  Truck Traffic: 6%,  Features Intersected: US-31 NBL,  Facility Carried by Structure: US 20
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 17.284,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

Find on map >>   Show street view

Structure Number: 1017,  Location: 02.75 E SR-23 (Lat: 41.624450,  Lng: -86.251517),  Route carried "under" structure: US 31,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 9,329 (year 2020),  Truck Traffic: 6%,  Features Intersected: US-31 SBL,  Facility Carried by Structure: US 20
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 17.284,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

Find on map >>   Show street view

Structure Number: 10176,  Location: 01.67 E SR-23 (Lat: 41.626039,  Lng: -86.272742),  Route carried "under" structure: US 20,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 11,399 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-20 (US-31) EBL,  Facility Carried by Structure: LINDEN ROAD
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 27.681,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 10176,  Location: 01.67 E SR-23 (Lat: 41.626039,  Lng: -86.272742),  Route carried "under" structure: US 20,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 11,399 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-20 (US-31) WBL,  Facility Carried by Structure: LINDEN ROAD
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 27.681,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 10188,  Location: 01.10 W SR 23 (Lat: 41.650289,  Lng: -86.315261),  Route carried "under" structure: ServiceOther road ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 20%,  Features Intersected: US 20/31 EB/WB,  Facility Carried by Structure: FRONTAGE RD
Minimum Vertical Clearance: 8.31m (27.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

Find on map >>   Show street view

Structure Number: 10191,  Location: 01.40 W SR-23 (Lat: 41.652611,  Lng: -86.319978),  Route carried "under" structure: ServiceCity street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 5%,  Features Intersected: FARM ROAD,  Facility Carried by Structure: US 20/31 EB/WB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

Find on map >>   Show street view

Structure Number: 10194,  Location: 01.52 W SR-23 (Lat: 41.653681,  Lng: -86.322014),  Route carried "under" structure: County highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 4,467 (year 2020),  Truck Traffic: 9%,  Features Intersected: MAYFLOWER ROAD SBL,  Facility Carried by Structure: US 20/31 EB/WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

Find on map >>   Show street view

Structure Number: 10194,  Location: 01.52 W SR-23 (Lat: 41.653681,  Lng: -86.322014),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,974 (year 2020),  Truck Traffic: 9%,  Features Intersected: MAYFLOWER ROAD NBL,  Facility Carried by Structure: US 20/31 EB/WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

Find on map >>   Show street view

Structure Number: 10198,  Location: 00.51 E SR-2 (Lat: 41.664561,  Lng: -86.339286),  Route carried "under" structure: US 20,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2008),  Truck Traffic: 15%,  Features Intersected: US-20 WBL,  Facility Carried by Structure: CRUMSTOWN HWY
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 20.664,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

Find on map >>   Show street view

Structure Number: 10198,  Location: 00.51 E SR-2 (Lat: 41.664561,  Lng: -86.339286),  Route carried "under" structure: US 20,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2008),  Truck Traffic: 15%,  Features Intersected: US-20 EBL,  Facility Carried by Structure: CRUMSTOWN HWY
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 20.664,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

Find on map >>   Show street view

Structure Number: 102,  Location: 02.35 E US-31 (Lat: 41.671789,  Lng: -86.340819),  Route carried "under" structure: State highway 2,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 9,926 (year 2020),  Truck Traffic: 17%,  Features Intersected: SR-2 EBL
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 15.450,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>   Show street view

Structure Number: 102,  Location: 02.35 E US-31 (Lat: 41.671789,  Lng: -86.340819),  Route carried "under" structure: State highway 2,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 9,580 (year 2020),  Truck Traffic: 17%,  Features Intersected: SR-2 WBL
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 15.450,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

Find on map >>   Show street view

Structure Number: 10203,  Location: 00.50 W SR 2 (Lat: 41.679061,  Lng: -86.340836),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 5%,  Features Intersected: US 20/31 EB/WB,  Facility Carried by Structure: FILLMORE ROAD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.0m (39.4ft)

Find on map >>   Show street view

Structure Number: 10206,  Location: 01.08 W SR 2 (Lat: 41.687639,  Lng: -86.340897),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 5%,  Features Intersected: ARDMORE TRAIL,  Facility Carried by Structure: US 20/31 EB/WB
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

Find on map >>   Show street view

Structure Number: 10209,  Location: 00.85 E US-31 (Lat: 41.693550,  Lng: -86.340675),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 5%,  Features Intersected: US 20/31 EB/WB,  Facility Carried by Structure: EDISON ROAD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.0m (39.4ft)

Find on map >>   Show street view

Structure Number: 10214,  Location: 01.69 S I-90 (Lat: 41.705850,  Lng: -86.339722),  Route carried "under" structure: US 20,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 4,394 (year 2015),  Truck Traffic: 11%,  Features Intersected: EB LINCOLN WAY W
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 16.077,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 10214,  Location: 01.69 S I-90 (Lat: 41.705850,  Lng: -86.339722),  Route carried "under" structure: US 20,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 4,394 (year 2015),  Truck Traffic: 11%,  Features Intersected: US 20 WBL
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 16.077,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 10215,  Location: 00.55 S I-90 (Lat: 41.722611,  Lng: -86.339325),  Route carried "under" structure: US 31,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 14,595 (year 2009),  Truck Traffic: 10%,  Features Intersected: US-31 SBL,  Facility Carried by Structure: NIMTZ PARKWAY
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 32.477,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

Find on map >>   Show street view

Structure Number: 10215,  Location: 00.55 S I-90 (Lat: 41.722611,  Lng: -86.339325),  Route carried "under" structure: US 31,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 14,595 (year 2009),  Truck Traffic: 10%,  Features Intersected: US-31 NBL,  Facility Carried by Structure: NIMTZ PARKWAY
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 32.477,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

Find on map >>   Show street view

Structure Number: 10216,  Location: 01.69 S I-90 (Lat: 41.705939,  Lng: -86.339906),  Route carried "under" structure: US 20,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 4,394 (year 2015),  Truck Traffic: 11%,  Features Intersected: EB LINCOLN WAY W,  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 16.061,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 10216,  Location: 01.69 S I-90 (Lat: 41.705939,  Lng: -86.339906),  Route carried "under" structure: US 20,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 4,394 (year 2015),  Truck Traffic: 11%,  Features Intersected: US-20 WBL,  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 16.061,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 10217,  Location: 00.31 S I-90 (Lat: 41.726089,  Lng: -86.339311),  Route carried "under" structure: US 31,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 19,779 (year 2014),  Truck Traffic: 34%,  Features Intersected: I-90 RAMP/US 31
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 32.863,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.2m (92.5ft)

Find on map >>   Show street view

Structure Number: 10217,  Location: 00.31 S I-90 (Lat: 41.726089,  Lng: -86.339311),  Route carried "under" structure: US 31,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 19,779 (year 2014),  Truck Traffic: 34%,  Features Intersected: US 31 NB/SB
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 32.863,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.2m (92.5ft)

Find on map >>   Show street view

Structure Number: 10218,  Location: 01.69 N US-20 (Lat: 41.730369,  Lng: -86.339172),  Route carried "under" structure: Interstate 90,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 17,140 (year 2004),  Truck Traffic: 21%,  Features Intersected: I-90 WBL (ITR),  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 116.452,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.1m (115.2ft)

Find on map >>   Show street view

Structure Number: 10218,  Location: 01.69 N US-20 (Lat: 41.730369,  Lng: -86.339172),  Route carried "under" structure: Interstate 90,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 17,140 (year 2004),  Truck Traffic: 21%,  Features Intersected: I-90 EBL (ITR),  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 116.452,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.1m (115.2ft)

Find on map >>   Show street view

Structure Number: 10219,  Location: 01.69 N US-20 (Lat: 41.730369,  Lng: -86.339500),  Route carried "under" structure: Interstate 90,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 23,800 (year 2010),  Truck Traffic: 21%,  Features Intersected: I-90 WBL (ITR),  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 116.436,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.1m (115.2ft)

Find on map >>   Show street view

Structure Number: 10219,  Location: 01.69 N US-20 (Lat: 41.730369,  Lng: -86.339500),  Route carried "under" structure: Interstate 90,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 23,800 (year 2010),  Truck Traffic: 21%,  Features Intersected: I-90 EBL (ITR),  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 116.436,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.1m (115.2ft)

Find on map >>   Show street view

Structure Number: 10221,  Location: 00.44 N I-90 (Lat: 41.737069,  Lng: -86.339378),  Route carried "under" structure: US 31,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 11,439 (year 2020),  Truck Traffic: 25%,  Features Intersected: US-31 NBL,  Facility Carried by Structure: CLEVELAND/BRICK RD
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 34.070,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.6m (113.5ft)

Find on map >>   Show street view

Structure Number: 10221,  Location: 00.44 N I-90 (Lat: 41.737069,  Lng: -86.339378),  Route carried "under" structure: US 31,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 11,216 (year 2020),  Truck Traffic: 25%,  Features Intersected: US-31 SBL,  Facility Carried by Structure: CLEVELAND/BRICK RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 34.070,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.6m (113.5ft)

Find on map >>   Show street view

Structure Number: 10224,  Location: 01.48 N I-90 (Lat: 41.751689,  Lng: -86.334975),  Route carried "under" structure: US 31,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 9,345 (year 2006),  Truck Traffic: 20%,  Features Intersected: US-31 SBL,  Facility Carried by Structure: ADAMS ROAD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 35.744,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

Find on map >>   Show street view

Structure Number: 10224,  Location: 01.48 N I-90 (Lat: 41.751689,  Lng: -86.334975),  Route carried "under" structure: US 31,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 9,070 (year 2010),  Truck Traffic: 20%,  Features Intersected: US-31 NBL,  Facility Carried by Structure: ADAMS ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 35.744,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

Find on map >>   Show street view

Structure Number: 1103,  Location: 00.22 S SR-23 (Lat: 41.663911,  Lng: -86.235864),  Route carried "under" structure: City street ,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 3,037 (year 2019),  Truck Traffic: 12%,  Features Intersected: NORTHSIDE BLVD,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 14.951,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 1103,  Location: 00.22 S SR 23 (Lat: 41.663911,  Lng: -86.235864),  Route carried "under" structure: State highway 933,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 18,728 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR 933,  Facility Carried by Structure: GTW RR
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 14.951,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.9m (85.0ft)