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


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 128m420ftTotal length
  • $293,000Total costs
  • 166,725Total average daily traffic
  • 31,821Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Morris
  • No street view available for this location

New bridges - Historical Statistics

  • 11900-1909
  • 11930-1939
  • 21960-1969
  • 81970-1979
  • 11980-1989
  • 31990-1999
  • 42000-2009

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: 320086,  Location: .57 S OF US 6 WEST (Lat: 41.364281,  Lng: -88.421761),  Route carried "on" structure: Other road 47,  Year Built: 1978,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 25,600 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 25,605 (year 2032),  Design Load: HS 20,  Features Intersected: ARMSTRONG & B & O RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 142.182,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 32 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 or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Inventory Rating: 39.9 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 320087,  Location: ILL 47 IN MORRIS (Lat: 41.366011,  Lng: -88.421819),  Route carried "on" structure: Other road 47,  Year Built: 1978,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 25,600 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 25,605 (year 2032),  Design Load: HS 20,  Features Intersected: BUCHANAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 142.246,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 35.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: January 15,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 320095,  Location: INTER I80 & ILL47 (Lat: 41.389286,  Lng: -88.422194),  Route carried "on" structure: Other road 47,  Year Built: 1997,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 13,900 (year 2013),  Truck Traffic: 32%,  Average Future Daily Traffic: 16,273 (year 2032),  Design Load: HS 20,  Features Intersected: I 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 144.869,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.2m (92.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 87.8 metric tons,  Inventory Rating: 52.5 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: January 15,  Other Special Inspection Date: March 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 320099,  Location: APPR.1.23MI S /US 6 (Lat: 41.355744,  Lng: -88.421550),  Route carried "on" structure: Other road 47,  Year Built: 2003,  Status: Open,  Structure Length: 52.73m (173.00ft),  Average Daily Traffic: 22,700 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 23,329 (year 2032),  Design Load: HS 20,  Features Intersected: IL RIV.& I & M CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.152,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.7m (8.9ft), Horizontal Clearance: 2.7m (8.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 123.0m (403.5ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 64.8 metric tons,  Inventory Rating: 38.9 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 14,  Underwater 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: 320107,  Location: 2.49 MI W OF IL 47 (Lat: 41.370931,  Lng: -88.469311),  Route carried "on" structure: Other road 6,  Year Built: 2008,  Status: Open,  Structure Length: 4.49m (14.73ft),  Average Daily Traffic: 4,850 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,462 (year 2032),  Design Load: HS 20,  Features Intersected: NETTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 192.360,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 72.9 metric tons,  Inventory Rating: 43.7 metric tons,  Structural Evaluation: Equal to present desirable 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 48 months,  Inspection Date: January 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 320108,  Location: WEST OF IL 47 (Lat: 41.371919,  Lng: -88.428800),  Route carried "on" structure: Other road 6,  Year Built: 2006,  Status: Open,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 14,000 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,477 (year 2032),  Design Load: HS 20,  Features Intersected: E FORK NETTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.627,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.2 metric tons,  Inventory Rating: 36.6 metric tons,  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 48 months,  Inspection Date: January 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 323826,  Location: .14 MI S OF US 6 (Lat: 41.394239,  Lng: -88.403061),  Route carried "on" structure: Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,150 (year 2010),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,585 (year 2032),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: ASHLEY RD/FAU 5974
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.649,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 327004,  Location: PRICE ST OV I&M C (Lat: 41.356217,  Lng: -88.416653),  Route carried "on" structure: Other road ,  Year Built: 1971,  Status: Posted for load,  Structure Length: 2.73m (8.96ft),  Average Daily Traffic: 325 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 370 (year 2032),  Design Load: H 15,  Features Intersected: ILL MICHIGAN CANAL,  Facility Carried by Structure: PRICE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 26.6 metric tons,  Inventory Rating: 17.5 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 13,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 327005,  Location: CALHOUN ST OV I&M C (Lat: 41.355681,  Lng: -88.427242),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 950 (year 2010),  Truck Traffic: 52%,  Average Future Daily Traffic: 1,081 (year 2032),  Features Intersected: ILL MICHIGAN CANAL,  Facility Carried by Structure: CALHOUN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 19.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $293,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 327006,  Location: 950 F&S. FREMONT (Lat: 41.357217,  Lng: -88.440503),  Route carried "on" structure: Other road ,  Year Built: 1971,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 2,400 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,731 (year 2032),  Design Load: HS 20,  Features Intersected: NETTLE CREEK,  Facility Carried by Structure: OTTAWA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.067,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.8 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: May 13,  Other Special Inspection Date: January 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 327007,  Location: NORT AVE OV NETTLE C (Lat: 41.363842,  Lng: -88.429578),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 650 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 740 (year 2032),  Features Intersected: NETTLE CREEK,  Facility Carried by Structure: NORTHERN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 62.2 metric tons,  Inventory Rating: 37.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: June 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 327008,  Location: JOHNSON ST OV NET CR (Lat: 41.366739,  Lng: -88.427661),  Route carried "on" structure: Other road ,  Year Built: 1971,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 850 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 967 (year 2032),  Design Load: H 20,  Features Intersected: NETTLE CR,  Facility Carried by Structure: JOHNSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 327009,  Location: 300 FT W NETTLE ST (Lat: 41.359050,  Lng: -88.429631),  Route carried "on" structure: Other road ,  Year Built: 1964,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,850 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,519 (year 2032),  Features Intersected: NETTLE CR,  Facility Carried by Structure: JEFFERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.789,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32701,  Location: 150' E OF WASHINGTON (Lat: 41.365103,  Lng: -88.404086),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 1,150 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,309 (year 2032),  Design Load: HS 20,  Features Intersected: I&M CANAL,  Facility Carried by Structure: ARMSTRONG STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.9m (29.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 327011,  Location: E OF UNION ST (Lat: 41.371133,  Lng: -88.430247),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 2,050 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,333 (year 2032),  Design Load: HS 20,  Features Intersected: NETTLE CREEK,  Facility Carried by Structure: WAVERLY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 327012,  Location: .03M S OF THOMAS DR. (Lat: 41.375369,  Lng: -88.437489),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 1,800 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,048 (year 2032),  Design Load: HS 20,  Features Intersected: E FORK NETTLE CREEK,  Facility Carried by Structure: CREEK DR./MS 1115
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 320086,  Location: .57 S OF US 6 WEST (Lat: 41.362894,  Lng: -88.422233),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 2,300 (year 2010),  Truck Traffic: 15%,  Features Intersected: ARMSTRONG & B & O RR,  Facility Carried by Structure: ILL 47
Minimum Vertical Clearance: 0.82m (2.69ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 320087,  Location: ILL 47 IN MORRIS (Lat: 41.366028,  Lng: -88.420739),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 450 (year 2010),  Features Intersected: BUCHANAN ST,  Facility Carried by Structure: ILL 47
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.177,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 320095,  Location: INTER I80 & ILL47 (Lat: 41.388675,  Lng: -88.422183),  Route carried "under" structure: Other road 80,  Year Built: 1997,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 35,500 (year 2013),  Truck Traffic: 40%,  Features Intersected: I 80,  Facility Carried by Structure: ILL 47
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 180.435,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.2m (92.5ft)

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Structure Number: 327001,  Location: CRI&P RR OV LISBON S (Lat: 41.363575,  Lng: -88.426436),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 3,650 (year 2010),  Truck Traffic: 2%,  Features Intersected: LISBON ST,  Facility Carried by Structure: CRI&P RR
Minimum Vertical Clearance: 0.34m (1.12ft),  Kilometerpoint: 0.998,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 8.5m (27.9ft)

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