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Bridge Statistics for Belvidere, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 21Number of bridges
  • 139m456ftTotal length
  • $3,014,000Total costs
  • 355,575Total average daily traffic
  • 64,411Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Belvidere
  • No street view available for this location

New bridges - Historical Statistics

  • 41950-1959
  • 71960-1969
  • 11970-1979
  • 31980-1989
  • 12000-2009
  • 52010-2015

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 40005,  Location: SW EDGE BELVIDERE (Lat: 42.240258,  Lng: -88.861522),  Route carried "on" structure: Other road 20,  Year Built: 1966,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 8.88m (29.13ft),  Average Daily Traffic: 18,500 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 10,182 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: STONE QUARRY RD & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.602,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.2 metric tons,  Inventory Rating: 51.2 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.87m (29.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 15,  Bridge Improvement Cost: $832,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $1,248,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40006,  Location: SW EDGE BELVIDERE (Lat: 42.240261,  Lng: -88.861319),  Route carried "on" structure: Other road 20,  Year Built: 1966,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 17,300 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,182 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: STONE QUARRY RD & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.618,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Inventory Rating: 65.4 metric tons,  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,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 15,  Bridge Improvement Cost: $947,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,421,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40015,  Location: NE OF BELVIDERE (Lat: 42.274700,  Lng: -88.822481),  Route carried "on" structure: Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 7.37m (24.18ft),  Average Daily Traffic: 4,500 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,398 (year 2032),  Design Load: HS 20,  Features Intersected: US 20 BR,  Facility Carried by Structure: POPLAR GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Inventory Rating: 36.0 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40019,  Location: DOWNTOWN BELVIDERE (Lat: 42.259153,  Lng: -88.843008),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 10,250 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,412 (year 2032),  Design Load: HS 20,  Features Intersected: KISHWAUKEE RIVER,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47002,  Location: S OF LINCOLN AVE (Lat: 42.260725,  Lng: -88.841514),  Route carried "on" structure: Other road ,  Year Built: 1972,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 5,300 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,266 (year 2032),  Design Load: HS 20,  Features Intersected: KISHAWUKEE RIVER,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47003,  Location: N OF LOCUST ST (Lat: 42.256586,  Lng: -88.861128),  Route carried "on" structure: Other road ,  Year Built: 1964,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 12,300 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,460 (year 2032),  Design Load: HS 20,  Features Intersected: KISHWAUKEE RIVER,  Facility Carried by Structure: S. APPLETON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.4 metric tons,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 47004,  Location: S OF LINCOLN AVE (Lat: 42.254858,  Lng: -88.861181),  Route carried "on" structure: Other road ,  Year Built: 1964,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 12,300 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,460 (year 2032),  Design Load: HS 20,  Features Intersected: KISHWAUKEE RIVER,  Facility Carried by Structure: S. APPLETON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.3 metric tons,  Inventory Rating: 27.9 metric tons,  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 desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $345,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 47005,  Location: 0.25MI S OF US 20 (Lat: 42.236589,  Lng: -88.880900),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 4,700 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 663 (year 2032),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: TOWN HALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 13
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Structure Number: 49952,  Location: 3.8 MI E WINN CO LN (Lat: 42.233194,  Lng: -88.872858),  Route carried "on" structure: Other road 90,  Year Built: 1958,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 33,100 (year 2013),  Truck Traffic: 23%,  Average Future Daily Traffic: 45,429 (year 2032),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.759,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: 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: August 13
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Structure Number: 4996,  Location: 2 MI E OF US 20 (Lat: 42.233822,  Lng: -88.880836),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 7.15m (23.46ft),  Average Daily Traffic: 475 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 663 (year 2032),  Design Load: HS 25,  Features Intersected: I 90,  Facility Carried by Structure: TOWNHALL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 49961,  Location: 4 MI E OF US 20 (Lat: 42.233781,  Lng: -88.841719),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 7.15m (23.46ft),  Average Daily Traffic: 3,700 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,916 (year 2032),  Design Load: HS 25,  Features Intersected: I 90,  Facility Carried by Structure: PEARL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40004,  Location: 3 MI W OF BELVIDERE (Lat: 42.239433,  Lng: -88.917478),  Route carried "under" structure: Other road 90,  Year Built: 1964,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 32,900 (year 2013),  Truck Traffic: 23%,  Features Intersected: I-90,  Facility Carried by Structure: US 20 EB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 31.848,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 40005,  Location: SW EDGE BELVIDERE (Lat: 42.240261,  Lng: -88.861319),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 8.88m (29.13ft),  Average Daily Traffic: 7,450 (year 2013),  Truck Traffic: 12%,  Features Intersected: STONE QUARRY RD & RR,  Facility Carried by Structure: US 20 EB
Minimum Vertical Clearance: 8.08m (26.51ft),  Kilometerpoint: 3.524,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.1m (59.4ft)

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Structure Number: 40006,  Location: SW EDGE BELVIDERE (Lat: 42.240394,  Lng: -88.861319),  Route carried "under" structure: Other road ,  Year Built: 1966,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 7,450 (year 2013),  Truck Traffic: 12%,  Features Intersected: STONE QUARRY RD & RR,  Facility Carried by Structure: US 20 WB
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 3.508,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 40014,  Location: E EDGE OF BELVIDERE (Lat: 42.260031,  Lng: -88.822039),  Route carried "under" structure: Business Other road 20,  Year Built: 1986,  Structure Length: 5.37m (17.62ft),  Average Daily Traffic: 11,900 (year 2013),  Truck Traffic: 7%,  Features Intersected: US 20 BR,  Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 52.141,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 33.6m (110.2ft)

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Structure Number: 40015,  Location: NE OF BELVIDERE (Lat: 42.274700,  Lng: -88.822481),  Route carried "under" structure: Business Other road 20,  Year Built: 1986,  Structure Length: 7.37m (24.18ft),  Average Daily Traffic: 8,150 (year 2013),  Truck Traffic: 8%,  Features Intersected: US 20 BR,  Facility Carried by Structure: POPLAR GROVE RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 5.050,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.1m (121.7ft)

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Structure Number: 49908,  Location: 0.5 MI S US 20 (Lat: 42.233569,  Lng: -88.827119),  Route carried "under" structure: Other road 90,  Year Built: 1958,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 33,100 (year 2013),  Truck Traffic: 23%,  Features Intersected: I-90,  Facility Carried by Structure: TRIPP RD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 39.541,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 49914,  Location: 0.3 MI E GENOA RD (Lat: 42.233681,  Lng: -88.812400),  Route carried "under" structure: Other road 90,  Year Built: 1958,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 33,100 (year 2013),  Truck Traffic: 23%,  Features Intersected: I-90
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 40.747,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 4992,  Location: 1 MI E WINN CO (Lat: 42.242156,  Lng: -88.921567),  Route carried "under" structure: Other road 90,  Year Built: 1958,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 32,900 (year 2013),  Truck Traffic: 23%,  Features Intersected: I-90,  Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 31.397,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 4996,  Location: 2 MI E OF US 20 (Lat: 42.233125,  Lng: -88.880847),  Route carried "under" structure: Other road 90,  Year Built: 2014,  Structure Length: 7.15m (23.46ft),  Average Daily Traffic: 33,100 (year 2013),  Truck Traffic: 23%,  Features Intersected: I 90,  Facility Carried by Structure: TOWNHALL RD
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 35.099,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 49961,  Location: 4 MI E OF US 20 (Lat: 42.233461,  Lng: -88.841719),  Route carried "under" structure: Other road 90,  Year Built: 2014,  Structure Length: 7.15m (23.46ft),  Average Daily Traffic: 33,100 (year 2013),  Truck Traffic: 23%,  Features Intersected: I 90,  Facility Carried by Structure: PEARL ST
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 38.317,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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