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


  • National Bridge Inventory (NBI) Statistics
  • 244Number of bridges
  • 2,270ft / 692mTotal length
  • $15,519,000Total costs
  • 2,412,481Total average daily traffic
  • 318,541Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for South Bend
  • No street view available for this location

New bridges in South Bend, IN - historical statistics
  • New bridges - historical statistics
  • 31900-1909
  • 11910-1919
  • 131920-1929
  • 71930-1939
  • 21940-1949
  • 521950-1959
  • 211960-1969
  • 441970-1979
  • 131980-1989
  • 191990-1999
  • 192000-2009
  • 502010-2019
Reconstructed bridges in South Bend, IN - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21940-1949
  • 01950-1959
  • 01960-1969
  • 21970-1979
  • 91980-1989
  • 151990-1999
  • 92000-2009
  • 222010-2019
  • 12020-2022
Average Bridge Daily Traffic in South Bend, IN
Average Bridge Truck Traffic in South Bend, IN
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 3.1%Excellent
  • 10.0%Very good
  • 51.5%Good
  • 26.9%Satisfactory
  • 6.9%Fair
  • 1.5%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 0.8%Excellent
  • 24.2%Very good
  • 34.8%Good
  • 25.0%Satisfactory
  • 11.4%Fair
  • 3.8%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 0.8%Excellent
  • 15.2%Very good
  • 47.0%Good
  • 29.5%Satisfactory
  • 7.6%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 20.6%Very good
  • 42.6%Good
  • 25.0%Satisfactory
  • 10.3%Fair
  • 1.5%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 25.0%Very good
  • 50.0%Good
  • 25.0%Fair
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Structure Number: 476,  Location: 01.49 W SR 13 (Lat: 40.576339,  Lng: -85.851511),  Route carried "on" structure: State highway 18,  Year Built: 1936,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,994 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 12,899 (year 2033),  Design Load: H 20,  Features Intersected: TAYLOR DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021
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Structure Number: 477,  Location: 00.25 W SR 13 (Lat: 40.570869,  Lng: -85.829331),  Route carried "on" structure: State highway 18,  Year Built: 1937,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 3,994 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,346 (year 2033),  Design Load: H 20,  Features Intersected: PIPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.042,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 4781,  Location: 00.14 N SR 18 (S. Jct.) (Lat: 40.574200,  Lng: -85.823881),  Route carried "on" structure: State highway 13,  Year Built: 2016,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 4,014 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,128 (year 2035),  Design Load: HL 93,  Features Intersected: KOKOMO GRAIN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.402,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 5502,  Location: 01.38 E US 31 (Lat: 41.626361,  Lng: -86.225031),  Route carried "on" structure: US 20,  Year Built: 1988,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 39,291 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 31,980 (year 2029),  Design Load: HS 20,  Features Intersected: YORK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.656,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 5503,  Location: 01.88 E US 31 (Lat: 41.626800,  Lng: -86.215539),  Route carried "on" structure: US 20,  Year Built: 1988,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 11.98m (39.30ft),  Average Daily Traffic: 30,800 (year 2019),  Truck Traffic: 22%,  Average Future Daily Traffic: 31,980 (year 2029),  Design Load: HS 20,  Features Intersected: IRONWOOD RD (& RAMPS)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.460,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.1m (193.9ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 582,  Location: 03.81 NE US 20 (Lat: 41.666681,  Lng: -86.238511),  Route carried "on" structure: State highway 23,  Year Built: 1962,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 18,834 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,920 (year 2029),  Design Load: HS 20,  Features Intersected: SR 933 NB/LINCOLN WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.013,  Lanes on structure: 8,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 33.4m (109.6ft),  Out-to-Out Width: 35.5m (116.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 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: 583,  Location: 00.09 N SR 933 (Lat: 41.667331,  Lng: -86.237031),  Route carried "on" structure: State highway 23,  Year Built: 1962,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 16.18m (53.08ft),  Average Daily Traffic: 19,954 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,920 (year 2030),  Design Load: HS 20,  Features Intersected: ST JOSEPH RIVER, BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.158,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.0m (147.6ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: July 2020,  Other Special Inspection Date: August 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: 5832,  Location: 00.09 N SR 933 (Lat: 41.667219,  Lng: -86.237981),  Route carried "on" structure: Ramp State highway 23,  Year Built: 1962,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 344 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,434 (year 2030),  Design Load: HS 20,  Features Intersected: S. BANK ST. JOSEPH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.158,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 584,  Location: 00.19 N SR 933 (Lat: 41.668139,  Lng: -86.235639),  Route carried "on" structure: State highway 23,  Year Built: 1962,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 22,463 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 46,112 (year 2029),  Design Load: HS 20,  Features Intersected: MISHAWAKA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.318,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.3m (66.6ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 5842,  Location: 00.90 S I-90 (Lat: 41.706739,  Lng: -86.205869),  Route carried "on" structure: State highway 23,  Year Built: 1998,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 24,296 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,360 (year 2035),  Design Load: HS 20,  Features Intersected: JUDAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.629,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1002,  Location: 02.77 N SR 14 (Lat: 41.094269,  Lng: -86.240111),  Route carried "on" structure: US 31,  Year Built: 1972,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 8.15m (26.74ft),  Average Daily Traffic: 5,784 (year 2016),  Truck Traffic: 32%,  Average Future Daily Traffic: 5,824 (year 2036),  Design Load: HS 20,  Features Intersected: TIPPECANOE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.082,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum 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,  Inspection Date: September 2021,  Underwater Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1003,  Location: 02.77 N SR 14 (Lat: 41.094169,  Lng: -86.240464),  Route carried "on" structure: US 31,  Year Built: 1972,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 8.15m (26.74ft),  Average Daily Traffic: 5,784 (year 2016),  Truck Traffic: 32%,  Average Future Daily Traffic: 5,824 (year 2036),  Design Load: HS 20,  Features Intersected: TIPPECANOE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.082,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum 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,  Inspection Date: September 2021,  Underwater Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1008,  Location: 07.83 N SR 10 (Lat: 41.349739,  Lng: -86.273461),  Route carried "on" structure: US 31,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 7,294 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,102 (year 2029),  Design Load: HS 20,  Features Intersected: US 30 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.181,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 10176,  Location: 01.67 E SR 23 (Lat: 41.626039,  Lng: -86.272739),  Route carried "on" structure: Alternate City street ,  Year Built: 1997,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 1,122 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,581 (year 2032),  Design Load: HS 20,  Features Intersected: US 20/31 EB/WB,  Facility Carried by Structure: LINDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 10185,  Location: 00.68 W SR 23 (Lat: 41.646661,  Lng: -86.308569),  Route carried "on" structure: US 20,  Year Built: 2003,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 9,566 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,748 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: N&S RR (NEW ENERGY SPUR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.899,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 96.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.2 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10186,  Location: 00.68 W SR 23 (Lat: 41.646781,  Lng: -86.308511),  Route carried "on" structure: US 20,  Year Built: 2003,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 9,566 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,748 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: N&S RR (NEW ENERGY SPUR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.899,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 60.3 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 10188,  Location: 01.10 W SR 23 (Lat: 41.650289,  Lng: -86.315261),  Route carried "on" structure: US 20,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 19,515 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,496 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED RR, FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 120.669,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 10191,  Location: 01.40 W SR 23 (Lat: 41.652611,  Lng: -86.319978),  Route carried "on" structure: US 20,  Year Built: 1961,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 34,071 (year 2019),  Truck Traffic: 21%,  Average Future Daily Traffic: 27,496 (year 2032),  Design Load: HS 20,  Features Intersected: GT&W RR, FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.740,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.2m (108.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 31.8m (104.3ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10194,  Location: 01.52 W SR 23 (Lat: 41.653681,  Lng: -86.322011),  Route carried "on" structure: US 20,  Year Built: 1961,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.06m (19.88ft),  Average Daily Traffic: 31,409 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 27,496 (year 2032),  Design Load: HS 20,  Features Intersected: MAYFLOWER ROAD SB/NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.547,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10198,  Location: 00.51 E SR 2 (Lat: 41.664561,  Lng: -86.339281),  Route carried "on" structure: Alternate City street ,  Year Built: 2007,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 1,650 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,600 (year 2032),  Design Load: HS 20,  Features Intersected: US 20/31 EB/WB,  Facility Carried by Structure: CRUMSTOWN HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present 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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 102,  Location: 02.35 E US 31 (Lat: 41.671789,  Lng: -86.340819),  Route carried "on" structure: US 20,  Year Built: 1958,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 28,024 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 25,190 (year 2032),  Design Load: HS 20,  Features Intersected: SR 2 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.843,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10203,  Location: 00.50 W SR 2 E JCT (Lat: 41.679061,  Lng: -86.340836),  Route carried "on" structure: US 20,  Year Built: 1958,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.24m (10.63ft),  Average Daily Traffic: 26,822 (year 2011),  Truck Traffic: 21%,  Average Future Daily Traffic: 27,195 (year 2031),  Design Load: HS 20,  Features Intersected: FILLMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.936,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 83.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10206,  Location: 01.08 W SR 2 E JCT (Lat: 41.687639,  Lng: -86.340889),  Route carried "on" structure: US 20,  Year Built: 1958,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 19,301 (year 2004),  Truck Traffic: 21%,  Average Future Daily Traffic: 27,195 (year 2032),  Design Load: HS 20,  Features Intersected: ARDMORE TRAIL, 2 RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.105,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 10209,  Location: 00.85 E US 31 W JCT (Lat: 41.693550,  Lng: -86.340675),  Route carried "on" structure: US 20,  Year Built: 1958,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 19,301 (year 2004),  Truck Traffic: 21%,  Average Future Daily Traffic: 27,195 (year 2029),  Design Load: HS 20,  Features Intersected: EDISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.429,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 10214,  Location: 01.69 S I-90 (Lat: 41.705850,  Lng: -86.339722),  Route carried "on" structure: US 20,  Year Built: 2016,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 32,820 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 44,540 (year 2035),  Design Load: HL 93,  Features Intersected: US 20 WB/EB LINCOLN WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.642,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 10215,  Location: 00.55 S I-90 (Lat: 41.722611,  Lng: -86.339319),  Route carried "on" structure: Alternate City street ,  Year Built: 1975,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.00m (22.97ft),  Average Daily Traffic: 3,998 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,127 (year 2032),  Design Load: HS 20,  Features Intersected: US 31 NB/SB,  Facility Carried by Structure: NIMTZ PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 10216,  Location: 01.69 S I-90 (Lat: 41.705939,  Lng: -86.339900),  Route carried "on" structure: US 31,  Year Built: 2016,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 32,820 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 44,540 (year 2035),  Design Load: HL 93,  Features Intersected: US 20 WB/EB LINCOLN WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.642,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 10217,  Location: 00.31 S I-90 (Lat: 41.726089,  Lng: -86.339311),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1979,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 6,660 (year 2014),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,669 (year 2031),  Design Load: HS 20,  Features Intersected: US 31 NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 116.452,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.2m (92.5ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10218,  Location: 01.69 N US 20 (Lat: 41.730369,  Lng: -86.339169),  Route carried "on" structure: US 31,  Year Built: 1975,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 9,890 (year 2014),  Truck Traffic: 34%,  Average Future Daily Traffic: 12,647 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I-90 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.362,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10219,  Location: 01.69 N US 20 (Lat: 41.730369,  Lng: -86.339500),  Route carried "on" structure: US 31,  Year Built: 1975,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 9,890 (year 2014),  Truck Traffic: 34%,  Average Future Daily Traffic: 12,647 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: I-90 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.362,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10221,  Location: 00.44 N I-90 (Lat: 41.737069,  Lng: -86.339369),  Route carried "on" structure: Alternate City street ,  Year Built: 1978,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 16,124 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 16,779 (year 2029),  Design Load: HS 20,  Features Intersected: US 31 SB/NB,  Facility Carried by Structure: CLEVELAND/BRICK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.6m (113.5ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10224,  Location: 01.48 N I-90 (Lat: 41.751689,  Lng: -86.334969),  Route carried "on" structure: Alternate County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 612 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 948 (year 2030),  Design Load: HS 20,  Features Intersected: US 31 NB/SB,  Facility Carried by Structure: ADAMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 413.457,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 1046,  Location: 03.70 W SR 47 (Lat: 40.024811,  Lng: -86.976639),  Route carried "on" structure: State highway 32,  Year Built: 1920,  Year Reconstructed: 1946,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,236 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,032 (year 2034),  Design Load: H 20,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.881,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Inventory Rating: 88.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022
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Structure Number: 11046,  Location: 01.59 N SR 23 (Lat: 41.688139,  Lng: -86.250600),  Route carried "on" structure: State highway 933,  Year Built: 1914,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 30,522 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,370 (year 2032),  Design Load: H 20,  Features Intersected: ST JOSEPH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.845,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: May 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3112,  Location: 00.38 W SR 56 (Lat: 38.953081,  Lng: -84.861019),  Route carried "on" structure: State highway 262,  Year Built: 1998,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,994 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,679 (year 2031),  Design Load: HS 20,  Features Intersected: DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.622,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 4757,  Location: 04.28 W US 31 (Lat: 41.747850,  Lng: -86.409569),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 12,504 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,252 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SYCAMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.564,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4758,  Location: 04.28 W US 31 (Lat: 41.748081,  Lng: -86.409569),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 12,504 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,252 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SYCAMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.564,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4759,  Location: 02.40 W US 31 (Lat: 41.732161,  Lng: -86.380386),  Route carried "on" structure: County highway ,  Year Built: 1956,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 343 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 811 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: QUINCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.5m (70.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.7 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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