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

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Structure Number: 160103,  Location: 1.3 M N IL 58 (Lat: 42.058653,  Lng: -87.757422),  Route carried "on" structure: Interstate 94,  Year Built: 1950,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 14.32m (46.98ft),  Average Daily Traffic: 65,350 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 86,160 (year 2032),  Design Load: HS 20,  Features Intersected: RR - UP ?
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.096,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 160104,  Location: 1.3 M N IL 58 (Lat: 42.058525,  Lng: -87.757556),  Route carried "on" structure: Interstate 94,  Year Built: 1950,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 14.32m (46.98ft),  Average Daily Traffic: 65,350 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 86,160 (year 2032),  Design Load: HS 20,  Features Intersected: RR - UP ?
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.112,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 160105,  Location: GOLF RD (Lat: 42.055358,  Lng: -87.760572),  Route carried "on" structure: Interstate 94,  Year Built: 1949,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.62m (18.44ft),  Average Daily Traffic: 130,700 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 172,319 (year 2032),  Design Load: HS 20,  Features Intersected: GOLF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.498,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 37.9m (124.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 160713,  Location: 1.5 M N US 14 (Lat: 42.011789,  Lng: -87.750561),  Route carried "on" structure: Other road ,  Year Built: 1950,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.68m (28.48ft),  Average Daily Traffic: 39,100 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,771 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: TOUHY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.170,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 57.7 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: High priority of corrective action,  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 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160714,  Location: 1 M N DEVON (Lat: 42.011853,  Lng: -87.710044),  Route carried "on" structure: Other road ,  Year Built: 1930,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 29,500 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,364 (year 2032),  Design Load: H 15,  Features Intersected: N SHORE CHANNEL,  Facility Carried by Structure: TOUHY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.122,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Bridge Improvement Cost: $816,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $1,224,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160719,  Location: 2.7 M E I-94 (Lat: 42.019128,  Lng: -87.710517),  Route carried "on" structure: Other road ,  Year Built: 1951,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.87m (22.54ft),  Average Daily Traffic: 14,200 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,686 (year 2032),  Design Load: HS 20,  Features Intersected: N SHORE CHANNEL,  Facility Carried by Structure: HOWARD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.913,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  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: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.56m (24.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,663,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $2,495,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 16072,  Location: 2.2 M N US 14 (Lat: 42.018461,  Lng: -87.759839),  Route carried "on" structure: Other road ,  Year Built: 1950,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 7,050 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,034 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: NILES CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.200,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  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: 19.7m (64.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $376,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 160725,  Location: 1.7 M S OF DEMPSTER (Lat: 42.024744,  Lng: -87.768272),  Route carried "on" structure: Other road ,  Year Built: 1954,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 9.80m (32.15ft),  Average Daily Traffic: 6,250 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,167 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: GROSS POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.591,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.66m (31.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $409,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $491,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 160823,  Location: 1.5 M N IL 58 (Lat: 42.062528,  Lng: -87.755169),  Route carried "on" structure: Other road ,  Year Built: 1950,  Year Reconstructed: 1982,  Status: Temporarily open,  Structure Length: 6.93m (22.74ft),  Average Daily Traffic: 27,900 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,488 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: OLD ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Fair,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 160825,  Location: 0.5 M N IL 58 (Lat: 42.048122,  Lng: -87.762542),  Route carried "on" structure: Other road ,  Year Built: 1950,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 7,800 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,064 (year 2032),  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.295,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  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: 19.9m (65.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.74m (22.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $282,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $338,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160828,  Location: 3 M E I-94 (Lat: 42.026397,  Lng: -87.710519),  Route carried "on" structure: Other road ,  Year Built: 1957,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.87m (22.54ft),  Average Daily Traffic: 18,400 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,540 (year 2032),  Design Load: HS 20,  Features Intersected: N SHORE CHANNEL,  Facility Carried by Structure: OAKTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.644,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 14.6m (47.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.4 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,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 36 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,848,000,  Roadway Improvement Cost: $185,000,  Total Project Cost: $2,772,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160943,  Location: 4 M N US 14 (Lat: 42.040853,  Lng: -87.763503),  Route carried "on" structure: State highway 58,  Year Built: 1950,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.98m (26.18ft),  Average Daily Traffic: 32,600 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,213 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 EDENS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.612,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 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: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,708,000,  Roadway Improvement Cost: $371,000,  Total Project Cost: $5,562,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163211,  Location: EDENS & OLD ORCH (Lat: 42.061464,  Lng: -87.754908),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 8,900 (year 2021),  Average Future Daily Traffic: 10,094 (year 2032),  Design Load: HS 20,  Features Intersected: GROUND,  Facility Carried by Structure: I- 94 NB 2 OLD ORC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 10094041,  Subroute: 30),  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $807,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,211,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 163212,  Location: EDENS & OLD ORCH (Lat: 42.063836,  Lng: -87.754539),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 6,700 (year 2021),  Average Future Daily Traffic: 154,809 (year 2032),  Design Load: HS 20,  Features Intersected: GROUND,  Facility Carried by Structure: OLD ORCHD TO I-94
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 10094041,  Subroute: 70),  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 65.1 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.81m (28.90ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,215,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $1,823,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1697,  Location: EVANSTON P6 (Lat: 42.033681,  Lng: -87.710233),  Route carried "on" structure: Other road ,  Year Built: 1908,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 11,400 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,845 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: N SHORE CHANNEL,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.975,  Lanes on structure: 4,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  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: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,326,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $1,989,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 160105,  Location: GOLF RD (Lat: 42.055358,  Lng: -87.760572),  Route carried "under" structure: Other road ,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 22,700 (year 2021),  Truck Traffic: 5%,  Features Intersected: GOLF RD,  Facility Carried by Structure: I- 94 EDENS
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 3.267,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 160648,  Location: 0.33 M N LINCOLN P13 (Lat: 42.024258,  Lng: -87.745781),  Route carried "under" structure: US 41,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 19,800 (year 2021),  Truck Traffic: 3%,  Features Intersected: US 41 (SKOKIE BLVD),  Facility Carried by Structure: ABAND N S RR(N)+CT
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 45.672,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 160649,  Location: 0.32 M N LINCOLN P13 (Lat: 42.024086,  Lng: -87.745789),  Route carried "under" structure: US 41,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 19,800 (year 2021),  Truck Traffic: 3%,  Features Intersected: US 41 (SKOKIE BLVD),  Facility Carried by Structure: ABAND N S RR(S)+CT
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 45.656,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 16065,  Location: 0.18 M N LINCOLN P13 (Lat: 42.022389,  Lng: -87.746697),  Route carried "under" structure: US 41,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 19,800 (year 2021),  Truck Traffic: 3%,  Features Intersected: US 41 (SKOKIE BLVD),  Facility Carried by Structure: C&NW RR (N)
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 45.447,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 160713,  Location: 1.5 M N US 14 (Lat: 42.011794,  Lng: -87.750772),  Route carried "under" structure: Interstate 94,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 133,100 (year 2021),  Truck Traffic: 6%,  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: TOUHY AVE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 64.147,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 16072,  Location: 2.2 M N US 14 (Lat: 42.017856,  Lng: -87.760039),  Route carried "under" structure: Interstate 94,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 133,800 (year 2021),  Truck Traffic: 5%,  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: NILES CENTER RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 63.133,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 160725,  Location: 1.7 M S OF DEMPSTER (Lat: 42.024744,  Lng: -87.768272),  Route carried "under" structure: Interstate 94,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 133,800 (year 2021),  Truck Traffic: 5%,  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: GROSS POINT RD
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 62.071,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 160752,  Location: 0.2 M N HOWARD P13 (Lat: 42.022750,  Lng: -87.710817),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 28,600 (year 2021),  Truck Traffic: 4%,  Features Intersected: MCCORMICK BLVD,  Facility Carried by Structure: CNS & CTA RR
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 2.028,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 160823,  Location: 1.5 M N IL 58 (Lat: 42.062528,  Lng: -87.755039),  Route carried "under" structure: Interstate 94,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 115,700 (year 2021),  Truck Traffic: 6%,  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: OLD ORCHARD RD
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 57.597,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.8m (61.7ft)

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Structure Number: 160825,  Location: 0.5 M N IL 58 (Lat: 42.048114,  Lng: -87.762139),  Route carried "under" structure: Interstate 94,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 130,700 (year 2021),  Truck Traffic: 6%,  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: CHURCH ST
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 59.351,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 160827,  Location: 3 M N US 14 (Lat: 42.026425,  Lng: -87.768781),  Route carried "under" structure: Interstate 94,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 133,800 (year 2021),  Truck Traffic: 5%,  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: OAKTON ST
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 61.894,  Lanes on structure: 4,  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: 160943,  Location: 4 M N US 14 (Lat: 42.040850,  Lng: -87.763214),  Route carried "under" structure: Interstate 94,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 132,500 (year 2021),  Truck Traffic: 6%,  Features Intersected: I- 94 EDENS,  Facility Carried by Structure: IL 58 (DEMPSTER S
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 60.156,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)