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

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Structure Number: 160272,  Location: E US 45 (MILWAUKEE) (Lat: 42.109419,  Lng: -87.888019),  Route carried "on" structure: Other road ,  Year Built: 1925,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 6,900 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,725 (year 2032),  Design Load: HS 20,  Features Intersected: DES PLAINES RIVER,  Facility Carried by Structure: PALATINE WB FRNT R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $930,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,395,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160273,  Location: E US 45 (MILWAUKEE) (Lat: 42.108522,  Lng: -87.888000),  Route carried "on" structure: Other road ,  Year Built: 1965,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 5,400 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,253 (year 2032),  Design Load: HS 20,  Features Intersected: DES PLAINES RIVER,  Facility Carried by Structure: PALATINE EB FRNT R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 20330A40,  Subroute: 20),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $928,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,392,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16053,  Location: 0.1 M E US 45 (Lat: 42.108947,  Lng: -87.887425),  Route carried "on" structure: Other road ,  Year Built: 1965,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 8.30m (27.23ft),  Average Daily Traffic: 42,900 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 47,071 (year 2032),  Design Load: HS 20,  Features Intersected: DES PLAINES RIVER,  Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.064,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.4m (83.3ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: 54.8 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: Better than present minimum criteria,  Length Of Structure Improvement: 8.17m (26.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,319,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $1,979,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160558,  Location: .5 M S PALATINE RD (Lat: 42.108117,  Lng: -87.936756),  Route carried "on" structure: State highway 83,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 15,300 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,849 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MCDONALD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 99.197,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  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

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Structure Number: 162786,  Location: 1.2 M W I-294 (Lat: 42.108394,  Lng: -87.889900),  Route carried "on" structure: Other road ,  Year Built: 2005,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 42,900 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 47,071 (year 2032),  Design Load: HS 20,  Features Intersected: IL 21,US 45 MILWKE,  Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.870,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: 53.8 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: 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 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: 162812,  Location: 0.5 M S IL 68 (Lat: 42.109753,  Lng: -87.936772),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 10.65m (34.94ft),  Average Daily Traffic: 34,200 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 36,565 (year 2032),  Design Load: HS 20,  Features Intersected: IL 83 (ELMHURST RD),  Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.960,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: 55.4 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: 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,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163097,  Location: 0.7 M N PALATINE P25 (Lat: 42.120794,  Lng: -87.946519),  Route carried "on" structure: Other road ,  Year Built: 1961,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 5,200 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,386 (year 2032),  Design Load: HS 20,  Features Intersected: MCDONALD CREEK,  Facility Carried by Structure: SCHOENBECK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.996,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  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 desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $116,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $174,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 163108,  Location: 0.2 PALATINE P25 (Lat: 42.106303,  Lng: -87.927081),  Route carried "on" structure: Other road ,  Year Built: 1960,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 6,700 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,489 (year 2032),  Design Load: HS 20,  Features Intersected: MCDONALD CR,  Facility Carried by Structure: FAU-2682 WHEELING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.409,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 163254,  Location: .25 M.W. WOLF RD (Lat: 42.095181,  Lng: -87.913183),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 6,450 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,622 (year 2032),  Design Load: HS 20,  Features Intersected: MCDONALD CREEK,  Facility Carried by Structure: CAMP MCDONALD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.532,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.3m (40.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166566,  Location: 0.3 M SE US 45 (Lat: 42.101522,  Lng: -87.884058),  Route carried "on" structure: State highway 21,  Year Built: 2009,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 47,700 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 20,806 (year 2032),  Design Load: HS 20,  Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.394,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 20.7m (67.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 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,  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 167947,  Location: 0.3 M WEST OF IL 83 (Lat: 42.109775,  Lng: -87.943081),  Route carried "on" structure: Other road ,  Year Built: 2010,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 29,300 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,312 (year 2032),  Features Intersected: MCDONALD CREEK,  Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.477,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020

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Structure Number: 168285,  Location: 0.1 MI S PALATINE RD (Lat: 42.111417,  Lng: -87.935292),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 103 (year 2032),  Design Load: HS 20,  Features Intersected: MCDONALD CREEK,  Facility Carried by Structure: MAPLE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.2 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 162786,  Location: 1.2 M W I-294 (Lat: 42.108394,  Lng: -87.889900),  Route carried "under" structure: US 45,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2021),  Truck Traffic: 3%,  Features Intersected: IL 21,US 45 MILWKE,  Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 637.122,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 162812,  Location: 0.5 M S IL 68 (Lat: 42.109939,  Lng: -87.936769),  Route carried "under" structure: State highway 83,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 15,300 (year 2021),  Truck Traffic: 14%,  Features Intersected: IL 83 (ELMHURST RD),  Facility Carried by Structure: PALATINE RD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 99.406,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)