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

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Structure Number: 160525,  Location: 0.6 M W US 45 (Lat: 42.139514,  Lng: -87.917747),  Route carried "on" structure: State highway 68,  Year Built: 1900,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 23,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,428 (year 2032),  Design Load: HS 20,  Features Intersected: WHEELING DRN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.464,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.7m (38.4ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: August 2020,  Deck Structure Type: Other

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Structure Number: 160526,  Location: 0.2 M E US 45 (Lat: 42.139772,  Lng: -87.904308),  Route carried "on" structure: State highway 68,  Year Built: 1932,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 21,900 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,239 (year 2032),  Design Load: HS 20,  Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.558,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  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: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 5.24m (17.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $793,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,190,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 160556,  Location: 0.2 M NW IL 68 (Lat: 42.141908,  Lng: -87.933608),  Route carried "on" structure: Other road ,  Year Built: 1931,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 11,700 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,184 (year 2032),  Design Load: HS 20,  Features Intersected: WHEELING DRN DTCH,  Facility Carried by Structure: MCHENRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 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 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16068,  Location: 2.2 M S IL 68 (Lat: 42.109481,  Lng: -87.907661),  Route carried "on" structure: Other road ,  Year Built: 1963,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 2.15m (7.05ft),  Average Daily Traffic: 14,100 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,613 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PALATINE RD,  Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.908,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State 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: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 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,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $465,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $698,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16221,  Location: 300' S OF LAKE COOK (Lat: 42.152289,  Lng: -87.914603),  Route carried "on" structure: US 45,  Year Built: 1993,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 27,300 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,046 (year 2032),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 642.465,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.3m (7.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019

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Structure Number: 162529,  Location: 1.3 M W OF US 45 (Lat: 42.109736,  Lng: -87.915108),  Route carried "on" structure: Other road ,  Year Built: 1963,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 2,900 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,000 (year 2032),  Design Load: HS 20,  Features Intersected: PALATINE ROAD,  Facility Carried by Structure: E FRONT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.0m (65.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 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 minimum criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $294,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16253,  Location: 1.3 M W OF US 45 (Lat: 42.109850,  Lng: -87.915822),  Route carried "on" structure: Other road ,  Year Built: 1963,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 850 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HS 20,  Features Intersected: PALATINE ROAD,  Facility Carried by Structure: W FRONT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.0m (65.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $294,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162634,  Location: 1.2M S IL-68 (Lat: 42.125939,  Lng: -87.908711),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 13,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,699 (year 2032),  Design Load: HS 20,  Features Intersected: Buffalo Creek,  Facility Carried by Structure: WOLF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.074,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162668,  Location: 0.4 M N PALATINE RD (Lat: 42.121911,  Lng: -87.896031),  Route carried "on" structure: US 45,  Year Built: 1996,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 27,100 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,046 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: WHEELING DRAIN DITCH
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 638.715,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.5m (34.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 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,  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: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162774,  Location: 0.3 M N IL 68 (Lat: 42.142544,  Lng: -87.936594),  Route carried "on" structure: State highway 83,  Year Built: 2003,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 13,200 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,081 (year 2032),  Features Intersected: WHEELING DRN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.995,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.7 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: 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: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163104,  Location: 0.1 E BUFFALO GR P25 (Lat: 42.151836,  Lng: -87.957428),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Closed,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,459 (year 2032),  Design Load: H 20,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: APTAKISIC RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 163111,  Location: 157 Ft W IL Rt 83 (Lat: 42.151836,  Lng: -87.957428),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 5,300 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,310 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Bufalo Creek,  Facility Carried by Structure: Weiland Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 0.0m,  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 0.0m,  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163201,  Location: 1 M W MILW AV P25 (Lat: 42.153006,  Lng: -87.933986),  Route carried "on" structure: Other road ,  Year Built: 1979,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 36,300 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,170 (year 2032),  Design Load: HS 20,  Features Intersected: W.C.RR.(SOO LINE),  Facility Carried by Structure: LAKE COOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.771,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 5.5m (18.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $181,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $217,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163226,  Location: 0.05M.W.WHEELING RD. (Lat: 42.124256,  Lng: -87.929308),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 15.33m (50.30ft),  Average Daily Traffic: 17,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,643 (year 2032),  Design Load: HS 20,  Features Intersected: ECHO LAKE,  Facility Carried by Structure: HINTZ RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.681,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very 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: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163229,  Location: 0.1M E WOLF ROAD (Lat: 42.125083,  Lng: -87.907506),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 3.94m (12.93ft),  Average Daily Traffic: 10,900 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,403 (year 2032),  Design Load: HS 20,  Features Intersected: WHEELING DRN DITCH,  Facility Carried by Structure: HINTZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.644,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.4m (47.2ft),  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: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: 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 minimum 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163257,  Location: 2.1 M W I-94 (Lat: 42.153108,  Lng: -87.915503),  Route carried "on" structure: Other road ,  Year Built: 1995,  Status: Open,  Structure Length: 7.97m (26.15ft),  Average Daily Traffic: 43,300 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 40,170 (year 2032),  Design Load: HS 20,  Features Intersected: IL 21 (MILWAUKEE),  Facility Carried by Structure: LAKE COOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.332,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.88m (35.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,746,000,  Roadway Improvement Cost: $375,000,  Total Project Cost: $5,619,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163258,  Location: 0.2 M E OF US-45 (Lat: 42.153081,  Lng: -87.911886),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 45,800 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,925 (year 2032),  Design Load: HS 20,  Features Intersected: DES PLAINES RIVER,  Facility Carried by Structure: LAKE-COOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.718,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 41.7m (136.8ft),  Out-to-Out Width: 46.3m (151.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 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,  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: July 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 168212,  Location: 0.11M.N. IL-68 (Lat: 42.140853,  Lng: -87.925828),  Route carried "on" structure: City street ,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.73m (8.96ft),  Average Daily Traffic: 8,100 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,232 (year 2032),  Design Load: HS 20,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: NORTHGATE PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 168213,  Location: 0.4 MI E WHEELING RD (Lat: 42.107600,  Lng: -87.920222),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 700 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 164 (year 2032),  Design Load: HS 20,  Features Intersected: MCDONALD CREEK,  Facility Carried by Structure: GENEVA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: 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,  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: March 2018

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Structure Number: 168214,  Location: 0.4 MI S PALATINE RD (Lat: 42.103800,  Lng: -87.915883),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 1,750 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,833 (year 2032),  Design Load: HS 20,  Features Intersected: MCDONALD CREEK,  Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m,  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: 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,  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: March 2018

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Structure Number: 168215,  Location: 0.8 M W WOLF RD (Lat: 42.133189,  Lng: -87.915086),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 360 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: JEFFERY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  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: Satisfactory,  Superstructure: Satisfactory,  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 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 169005,  Location: 0.8 MI W of Wolf Rd (Lat: 42.133722,  Lng: -87.915753),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 850 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 10 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Buffalo Creek,  Facility Carried by Structure: MS-9999 Wolf Rd Ac
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16068,  Location: 2.2 M S IL 68 (Lat: 42.109481,  Lng: -87.907661),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 31,200 (year 2018),  Truck Traffic: 5%,  Features Intersected: PALATINE RD,  Facility Carried by Structure: WOLF RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 20.422,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 162025,  Location: 1.3 M W US 45 (Lat: 42.109661,  Lng: -87.915392),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 34,200 (year 2018),  Truck Traffic: 8%,  Features Intersected: PALATINE RD,  Facility Carried by Structure: RR - CN (West Trac
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 19.730,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 162529,  Location: 1.3 M W OF US 45 (Lat: 42.109658,  Lng: -87.915114),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 34,200 (year 2018),  Truck Traffic: 8%,  Features Intersected: PALATINE ROAD,  Facility Carried by Structure: E FRONT RD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 19.746,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 16253,  Location: 1.3 M W OF US 45 (Lat: 42.109661,  Lng: -87.915750),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 34,200 (year 2018),  Truck Traffic: 8%,  Features Intersected: PALATINE ROAD,  Facility Carried by Structure: W FRONT RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 19.714,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 162694,  Location: .38M W of Wolf Rd (Lat: 42.109658,  Lng: -87.915114),  Route carried "under" structure: Other road ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 34,200 (year 2018),  Truck Traffic: 8%,  Features Intersected: PALATINE ROAD,  Facility Carried by Structure: CN RR (east track)
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 19.746,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 163257,  Location: 2.1 M W I-94 (Lat: 42.153103,  Lng: -87.915014),  Route carried "under" structure: US 45,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 27,400 (year 2021),  Truck Traffic: 6%,  Features Intersected: IL 21 (MILWAUKEE),  Facility Carried by Structure: LAKE COOK RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 642.577,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 167948,  Location: .3M W OF IL83 (Lat: 42.139036,  Lng: -87.942386),  Route carried "under" structure: State highway 68,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 27,900 (year 2021),  Truck Traffic: 3%,  Features Intersected: IL 68,  Facility Carried by Structure: PED OVERPASS
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 28.420,  Lanes under structure: 4,  Length of Maximum Span: 0.0m