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


  • National Bridge Inventory (NBI) Statistics
  • 12Number of bridges
  • 223ft / 68mTotal length
  • 245,725Total average daily traffic
  • 36,442Total average daily truck traffic
  • 192,779Total future (year 2032) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Shorewood
  • No street view available for this location

New bridges in Shorewood, IL - historical statistics
  • New bridges - historical statistics
  • 21950-1959
  • 21960-1969
  • 11970-1979
  • 11980-1989
  • 21990-1999
  • 32000-2009
  • 12010-2018
Reconstructed bridges in Shorewood, IL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21970-1979
  • 11980-1989
Average Bridge Daily Traffic in Shorewood, IL
Average Bridge Truck Traffic in Shorewood, IL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 12.5%Very good
  • 12.5%Good
  • 50.0%Satisfactory
  • 12.5%Fair
  • 12.5%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 22.2%Very good
  • 11.1%Good
  • 33.3%Satisfactory
  • 22.2%Fair
  • 11.1%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 22.2%Very good
  • 44.4%Good
  • 33.3%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 30.0%Very good
  • 10.0%Good
  • 60.0%Satisfactory
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Structure Number: 99004,  Location: 0.8 M W OF I-55 (Lat: 41.485706,  Lng: -88.212036),  Route carried "on" structure: Interstate 80,  Year Built: 1960,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 8.92m (29.27ft),  Average Daily Traffic: 30,250 (year 2017),  Truck Traffic: 25%,  Average Future Daily Traffic: 30,642 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: DUPAGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.032,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  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: 990041,  Location: 0.8 M W OF I-55 (Lat: 41.485708,  Lng: -88.211842),  Route carried "on" structure: Interstate 80,  Year Built: 1960,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 8.92m (29.27ft),  Average Daily Traffic: 30,250 (year 2017),  Truck Traffic: 25%,  Average Future Daily Traffic: 30,642 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: DUPAGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.048,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  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: 990139,  Location: 2.4 M N OF I-80 (Lat: 41.521639,  Lng: -88.188769),  Route carried "on" structure: US 52,  Year Built: 1956,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 24,600 (year 2017),  Truck Traffic: 12%,  Average Future Daily Traffic: 41,200 (year 2041),  Design Load: HS 20,  Features Intersected: I- 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 216.853,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 990139,  Location: 2.4 M N OF I-80 (Lat: 41.521639,  Lng: -88.188769),  Route carried "under" structure: Interstate 55,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 69,400 (year 2017),  Truck Traffic: 19%,  Features Intersected: I- 55,  Facility Carried by Structure: US 52
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 406.879,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 990276,  Location: 0.2 M E OF IL 59 (Lat: 41.521589,  Lng: -88.195986),  Route carried "on" structure: US 52,  Year Built: 1990,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 24,800 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,567 (year 2032),  Design Load: HS 20,  Features Intersected: DU PAGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.629,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 36 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 2.3m (7.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 990284,  Location: 0.1 M S US 52 (Lat: 41.520303,  Lng: -88.198603),  Route carried "on" structure: State highway 59,  Year Built: 1991,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 21,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,529 (year 2032),  Design Load: HS 20,  Features Intersected: DU PAGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.513,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.1m (59.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 2.3m (7.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 36 months,  Inspection Date: November 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 994251,  Location: 300FT E OF RIVER RD (Lat: 41.490000,  Lng: -88.210000),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 1,300 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,050 (year 2032),  Design Load: HS 20,  Features Intersected: DUPAGE RIVER,  Facility Carried by Structure: MOUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 994253,  Location: 0.5 MI W I-55 (Lat: 41.500000,  Lng: -88.200000),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 6,200 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,163 (year 2032),  Design Load: HS 20,  Features Intersected: DUPAGE RIVER,  Facility Carried by Structure: SEIL RD/COUNTY FAR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.639,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 99466,  Location: 0.24 M N OF US 52 (Lat: 41.520000,  Lng: -88.190000),  Route carried "on" structure: State highway 59,  Year Built: 2010,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 26,800 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,307 (year 2032),  Design Load: HS 20,  Features Intersected: HAMMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.7m (2.3ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 96.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal 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: December 2016,  Deck Structure Type: Other
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Structure Number: 996001,  Location: N. OF INT W/ US52 (Lat: 41.521544,  Lng: -88.217958),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 10,200 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,326 (year 2032),  Design Load: HS 20,  Features Intersected: HAMMEL CREEK,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal 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: April 2015
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Structure Number: 996008,  Location: 0.7M N OF I-80 (Lat: 41.497664,  Lng: -88.216978),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 5.74m (18.83ft),  Average Daily Traffic: 475 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,353 (year 2032),  Design Load: HS 20,  Features Intersected: DUPAGE RIVER,  Facility Carried by Structure: RIVER CROSSING DRI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  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,  Inspection Date: April 2017,  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: 996023,  Location: 0.1 M N of US 52 (Lat: 41.520000,  Lng: -88.230000),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 450 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HS 20,  Features Intersected: Hammel Creek,  Facility Carried by Structure: Towne Center Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 5.8m (19.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2015
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