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

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Structure Number: 160527,  Location: 1 M E US 45 (Lat: 42.138553,  Lng: -87.887469),  Route carried "on" structure: State highway 68,  Year Built: 1958,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.96m (22.83ft),  Average Daily Traffic: 21,600 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,372 (year 2032),  Design Load: HS 20,  Features Intersected: I-294 TRI STATE TOLL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.958,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: 43.1 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160528,  Location: 0.5 M W ILL 43 (Lat: 42.138256,  Lng: -87.835353),  Route carried "on" structure: State highway 68,  Year Built: 1957,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 23,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,668 (year 2032),  Design Load: HS 20,  Features Intersected: W F N BR CHICAGO RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.287,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  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: 21.8m (71.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 83.9 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: 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,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 160534,  Location: 1.3 M W IL 43 (Lat: 42.105444,  Lng: -87.810728),  Route carried "on" structure: Other road ,  Year Built: 1941,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 35,600 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 38,831 (year 2032),  Features Intersected: W F N BR CHICAGO RIV,  Facility Carried by Structure: WILLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.565,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  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: 23.6m (77.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 160811,  Location: 1.2 M N IL 68 (Lat: 42.152464,  Lng: -87.799014),  Route carried "on" structure: Other road ,  Year Built: 1950,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 31,500 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,917 (year 2032),  Design Load: HS 20,  Features Intersected: US 41 EDENS,  Facility Carried by Structure: LAKE COOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.923,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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

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Structure Number: 160812,  Location: 0.3 M SW ILL 43 P14 (Lat: 42.129761,  Lng: -87.825508),  Route carried "on" structure: Other road ,  Year Built: 1923,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 4,800 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,438 (year 2032),  Design Load: HS 20,  Features Intersected: W F N BR CHICAGO RIV,  Facility Carried by Structure: SHERMER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.851,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than 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 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 160814,  Location: 0.1 M SW IL 68 (Lat: 42.137583,  Lng: -87.807586),  Route carried "on" structure: Other road ,  Year Built: 1959,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,400 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,875 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: M F N BR CHICAGO RIV,  Facility Carried by Structure: SHERMER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  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: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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 minimum criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Other Special Inspection Date: August 2018,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $404,000,  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: 160939,  Location: 1.2 M N IL 58 (Lat: 42.137903,  Lng: -87.787581),  Route carried "on" structure: Other road ,  Year Built: 1949,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 8.67m (28.44ft),  Average Daily Traffic: 12,200 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,081 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94, US41 EDENS,  Facility Carried by Structure: IL 68 (DUNDEE RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 58.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 162598,  Location: 1.4 S IL 68 (Lat: 42.121581,  Lng: -87.812256),  Route carried "on" structure: State highway 43,  Year Built: 1993,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 18,600 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,643 (year 2032),  Features Intersected: RR - UP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.570,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.8m (71.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 49.6 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162842,  Location: 0.8 M E IL 43 (Lat: 42.138064,  Lng: -87.809356),  Route carried "on" structure: State highway 68,  Year Built: 2019,  Status: Open,  Structure Length: 3.00m (9.84ft),  Average Daily Traffic: 21,600 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,542 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: M FK N BR CHGO RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.476,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.0m (98.4ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022

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Structure Number: 163024,  Location: 0.5 M W ILL 43 P14 (Lat: 42.127306,  Lng: -87.823831),  Route carried "on" structure: Other road ,  Year Built: 1926,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,850 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,781 (year 2032),  Design Load: H 20,  Features Intersected: N BR CHICAGO RIVER,  Facility Carried by Structure: WALTERS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $159,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $239,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 163032,  Location: 1.15 M N WILLOW P14 (Lat: 42.121264,  Lng: -87.789997),  Route carried "on" structure: Other road ,  Year Built: 1949,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 7,000 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,240 (year 2032),  Design Load: H 20,  Features Intersected: N BR CHICAGO RIVER,  Facility Carried by Structure: SUNSET RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.8 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum 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: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1632,  Location: 1 M W Skokie HWY (Lat: 42.152467,  Lng: -87.818139),  Route carried "on" structure: Other road ,  Year Built: 1976,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 34,400 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,505 (year 2032),  Design Load: HS 20,  Features Intersected: N BR CHICAGO RIV,  Facility Carried by Structure: LAKE COOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.362,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 24.4m (80.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 163234,  Location: 0.4 M E IL43 P14 (Lat: 42.116400,  Lng: -87.815361),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 7,750 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,519 (year 2032),  Design Load: HS 20,  Features Intersected: N. BR CHICAGO RIVER,  Facility Carried by Structure: TECHNY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.150,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.7m (31.8ft),  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: Good,  Channel: 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163264,  Location: 0.4M N. VOLTZ RD (Lat: 42.129594,  Lng: -87.804625),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 464 (year 2032),  Design Load: HS 20,  Features Intersected: C.&N.W. RR,  Facility Carried by Structure: GRANT RD
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: 3 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: 24.5m (80.4ft),  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: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163265,  Location: 0.2 M E IL-43 (Lat: 42.123619,  Lng: -87.809900),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 2,250 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,421 (year 2032),  Design Load: HS 20,  Features Intersected: C&NW RR,  Facility Carried by Structure: VOLTZ RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  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: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 168261,  Location: CHERRY & CHI RV P14 (Lat: 42.131400,  Lng: -87.826836),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Future Daily Traffic: 524 (year 2032),  Design Load: H 20,  Features Intersected: N BR CHICAGO RIV,  Facility Carried by Structure: CHERRY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.189,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.0 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 168262,  Location: MEADOW & CHI RV P14 (Lat: 42.129936,  Lng: -87.828161),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 3,250 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 260 (year 2032),  Design Load: H 20,  Features Intersected: N BR CHICAGO RIV,  Facility Carried by Structure: MEADOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.0 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $345,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 169031,  Location: 2.5 Mi. W. of US 41 (Lat: 42.149353,  Lng: -87.843128),  Route carried "on" structure: Interstate 94,  Year Built: 2019,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 17,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,175 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: W Fk N Br Chicago Rv
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.548,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 169032,  Location: 1.6 Mi. E. of I-294 (Lat: 42.149331,  Lng: -87.842933),  Route carried "on" structure: Interstate 94,  Year Built: 2019,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 17,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,857 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: W Fork N Br Chi Rvr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.564,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 169033,  Location: 2 Mi. E. of I-294 (Lat: 42.148433,  Lng: -87.839422),  Route carried "on" structure: Interstate 94,  Year Built: 2019,  Status: Open,  Structure Length: 10.04m (32.94ft),  Average Daily Traffic: 17,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,857 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Metra & CP Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.870,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 169034,  Location: 0.5 Mi W of Ill 43 (Lat: 42.148500,  Lng: -87.839597),  Route carried "on" structure: Interstate 94,  Year Built: 2019,  Status: Open,  Structure Length: 10.04m (32.94ft),  Average Daily Traffic: 17,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,175 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Metra & Can Pac RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.853,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 169035,  Location: 1 Mi W of US 41 (Lat: 42.145433,  Lng: -87.814167),  Route carried "on" structure: Interstate 94,  Year Built: 2019,  Status: Open,  Structure Length: 2.91m (9.55ft),  Average Daily Traffic: 14,150 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 26,059 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: E Fork Chicago River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.106,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.6m (54.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 169036,  Location: 3 Mi. E. of I-294 (Lat: 42.145453,  Lng: -87.813972),  Route carried "on" structure: Interstate 94,  Year Built: 2019,  Status: Open,  Structure Length: 2.91m (9.55ft),  Average Daily Traffic: 14,150 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 19,788 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: E. Frk. Chicago Rvr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.123,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 16.6m (54.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 169037,  Location: 1.5 Mi E of Il 43 (Lat: 42.145603,  Lng: -87.800103),  Route carried "on" structure: Interstate 94,  Year Built: 2020,  Status: Open,  Structure Length: 8.40m (27.56ft),  Average Daily Traffic: 14,150 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 26,059 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Deck Geometry: Superior 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 Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 169038,  Location: 1.5 Mi E of IL 43 (Lat: 42.145606,  Lng: -87.800297),  Route carried "on" structure: Interstate 94,  Year Built: 2020,  Status: Open,  Structure Length: 8.40m (27.56ft),  Average Daily Traffic: 14,150 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 226,059 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.249,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Deck Geometry: Superior 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 Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 169743,  Location: 0.6 M N ILL 68 P14 (Lat: 42.145161,  Lng: -87.882311),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 58,800 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 51,088 (year 2032),  Features Intersected: SANDERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  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: 36.6 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169744,  Location: 0.6 M N ILL 68 P14 (Lat: 42.145064,  Lng: -87.882453),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 58,800 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 51,088 (year 2032),  Features Intersected: SANDERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.9 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169912,  Location: 1.5M S OF LAKE COOK (Lat: 42.150531,  Lng: -87.873150),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 7,100 (year 2020),  Average Future Daily Traffic: 9,270 (year 2032),  Design Load: HS 20,  Features Intersected: I94 EDENS CONNECTOR,  Facility Carried by Structure: I294 RAMP TO LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 10294040,  Subroute: 10),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 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: 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,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169989,  Location: I94&LAKE COOK RD P14 (Lat: 42.152853,  Lng: -87.874872),  Route carried "on" structure: Other road ,  Year Built: 1958,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 46,900 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,617 (year 2032),  Design Load: HS 20,  Features Intersected: I 94,  Facility Carried by Structure: LAKE COOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.695,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 169998,  Location: .1 MI E I-294 (Lat: 42.151092,  Lng: -87.874819),  Route carried "on" structure: Interstate 294,  Year Built: 2009,  Status: Open,  Structure Length: 5.81m (19.06ft),  Average Daily Traffic: 58,800 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 51,088 (year 2032),  Design Load: HS 20,  Features Intersected: I-94 EDENS SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 72.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160527,  Location: 1 M E US 45 (Lat: 42.138536,  Lng: -87.887142),  Route carried "under" structure: Interstate 294,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 117,600 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-294 TRI STATE TOLL,  Facility Carried by Structure: IL 68 (DUNDEE RD)
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 2.350,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 160532,  Location: 2.2 M E I294 P14 (Lat: 42.105558,  Lng: -87.827231),  Route carried "under" structure: Other road ,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 35,600 (year 2021),  Truck Traffic: 7%,  Features Intersected: WILLOW RD,  Facility Carried by Structure: C&NW RR
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 27.197,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 160811,  Location: 1.2 M N IL 68 (Lat: 42.152361,  Lng: -87.798731),  Route carried "under" structure: US 41,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 72,700 (year 2021),  Truck Traffic: 5%,  Features Intersected: US 41 EDENS,  Facility Carried by Structure: LAKE COOK RD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 60.864,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 160906,  Location: 0.1 M W IL 50 (Lat: 42.151667,  Lng: -87.874644),  Route carried "under" structure: Interstate 294,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 117,600 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-294 TOLL RAMP,  Facility Carried by Structure: 127TH ST
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.515,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 160939,  Location: 1.2 M N IL 58 (Lat: 42.137911,  Lng: -87.788381),  Route carried "under" structure: Interstate 94,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 113,200 (year 2021),  Truck Traffic: 6%,  Features Intersected: I- 94, US41 EDENS,  Facility Carried by Structure: IL 68 (DUNDEE RD)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 48.649,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 161199,  Location: 2 Mi W of Ill 43 (Lat: 42.152694,  Lng: -87.874553),  Route carried "under" structure: Interstate 294,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 117,600 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-294 NB,  Facility Carried by Structure: Lake Cook Rd
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.402,  Lanes on structure: 8,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 163059,  Location: 0.5 M W ILL 43 P14 (Lat: 42.116417,  Lng: -87.816722),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 7,750 (year 2018),  Truck Traffic: 3%,  Features Intersected: TECHNY RD,  Facility Carried by Structure: C&NW RR
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 5.037,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 163232,  Location: 0.3 MI W US 41 (Lat: 42.152889,  Lng: -87.878644),  Route carried "under" structure: Other road ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 46,900 (year 2018),  Truck Traffic: 4%,  Features Intersected: LAKE COOK ROAD,  Facility Carried by Structure: C&NW RAILROAD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 13.405,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 169002,  Location: .5 MI S. OF IL 68 (Lat: 42.131358,  Lng: -87.828639),  Route carried "under" structure: City street ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 5,300 (year 2018),  Truck Traffic: 2%,  Features Intersected: CHERRY LANE,  Facility Carried by Structure: CN PACIFIC/METRA R
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 2.189,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.6m (31.5ft)

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Structure Number: 169743,  Location: 0.6 M N ILL 68 P14 (Lat: 42.145272,  Lng: -87.882331),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 15,600 (year 2018),  Truck Traffic: 3%,  Features Intersected: SANDERS RD,  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 169744,  Location: 0.6 M N ILL 68 P14 (Lat: 42.144917,  Lng: -87.882267),  Route carried "under" structure: Other road ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2018),  Truck Traffic: 3%,  Features Intersected: SANDERS RD,  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 169912,  Location: 1.5M S OF LAKE COOK (Lat: 42.150433,  Lng: -87.873006),  Route carried "under" structure: Interstate 94,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: I94 EDENS CONNECTOR
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 41.053,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 169989,  Location: I94&LAKE COOK RD P14 (Lat: 42.152692,  Lng: -87.874375),  Route carried "under" structure: Interstate 94,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: I 94,  Facility Carried by Structure: LAKE COOK RD
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 40.764,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 169998,  Location: .1 MI E I-294 (Lat: 42.150781,  Lng: -87.873450),  Route carried "under" structure: Interstate 94,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-94 EDENS SPUR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 41.005,  Lanes on structure: 4,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)