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

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Structure Number: 161111,  Location: 1 M N I-55 (Lat: 41.859947,  Lng: -87.644444),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 28.72m (94.23ft),  Average Daily Traffic: 239,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 250,290 (year 2032),  Design Load: HS 20,  Features Intersected: 16TH TO 18TH STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 151.644,  Lanes on structure: 12,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.84m (97.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,329,000,  Roadway Improvement Cost: $333,000,  Total Project Cost: $3,995,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161112,  Location: 0.8 M N I-55 (Lat: 41.857669,  Lng: -87.644364),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 52.24m (171.39ft),  Average Daily Traffic: 202,700 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 250,290 (year 2032),  Design Load: HS 20,  Features Intersected: 18TH TO 22ND STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 151.886,  Lanes on structure: 10,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 40.8m (133.9ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 52.24m (171.39ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $19,498,000,  Roadway Improvement Cost: $1,950,000,  Total Project Cost: $29,247,000,  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: 161113,  Location: 0.3 M N I-55 (Lat: 41.852658,  Lng: -87.645381),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 30.34m (99.54ft),  Average Daily Traffic: 170,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 155,942 (year 2032),  Design Load: HS 20,  Features Intersected: 22ND TO SB CHI RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.481,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 59.6m (195.5ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 38.2m (125.3ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 54.1 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.84m (97.90ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $10,432,000,  Roadway Improvement Cost: $1,043,000,  Total Project Cost: $15,648,000,  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: 161114,  Location: 0.2 M N I-55 (Lat: 41.849992,  Lng: -87.644650),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 15.76m (51.71ft),  Average Daily Traffic: 187,300 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 171,392 (year 2032),  Design Load: HS 20,  Features Intersected: S BR CHI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.803,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 51.8m (169.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.1 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: Somewhat better than minimum adequacy,  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: June 2021,  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: 161115,  Location: 2 M S I-290 (Lat: 41.848983,  Lng: -87.644056),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 59.79m (196.16ft),  Average Daily Traffic: 187,300 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 171,392 (year 2032),  Design Load: HS 20,  Features Intersected: S BR CHGO RIV TO CAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.932,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 45.0m (147.6ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.1 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: 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,  Length Of Structure Improvement: 54.71m (179.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $19,128,000,  Roadway Improvement Cost: $1,913,000,  Total Project Cost: $28,692,000,  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: 161116,  Location: 0.4 M S I-55 (Lat: 41.846167,  Lng: -87.638292),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 17.52m (57.48ft),  Average Daily Traffic: 238,000 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 211,459 (year 2032),  Design Load: HS 20,  Features Intersected: CANAL TO STEWART STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 153.479,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 68.0m (223.1ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.40m (57.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $1,804,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $2,165,000,  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: 161117,  Location: 0.6 M S I-55 (Lat: 41.845703,  Lng: -87.636275),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Temporarily open,  Structure Length: 62.20m (204.07ft),  Average Daily Traffic: 238,000 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 211,459 (year 2032),  Design Load: HS 20,  Features Intersected: STEWART AVE TO 28 PL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 153.656,  Lanes on structure: 10,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 34.0m (111.5ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 40.4m (132.5ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Fair,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 62.18m (204.00ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $23,207,000,  Roadway Improvement Cost: $2,321,000,  Total Project Cost: $34,811,000,  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: 161118,  Location: 0.6 M S I-55 (Lat: 41.845522,  Lng: -87.635414),  Route carried "on" structure: Interstate 90,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 31.48m (103.28ft),  Average Daily Traffic: 119,000 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,172 (year 2032),  Design Load: HS 20,  Features Intersected: WELLS TO 29TH PL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 153.769,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.58m (106.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $5,927,000,  Roadway Improvement Cost: $593,000,  Total Project Cost: $8,891,000,  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: 161138,  Location: 0.4 M E I-94 (Lat: 41.847481,  Lng: -87.636589),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,279 (year 2032),  Design Load: HS 20,  Features Intersected: I- 55 STEVENSON,  Facility Carried by Structure: STEWART AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.77m (22.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $855,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $1,283,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161139,  Location: 0.3 M E I-94 (Lat: 41.847189,  Lng: -87.638319),  Route carried "on" structure: Other road ,  Year Built: 1965,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 8,350 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,845 (year 2032),  Design Load: HS 20,  Features Intersected: I- 55 STEVENSON,  Facility Carried by Structure: CANAL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.331,  Lanes on structure: 4,  Lanes under structure: 8,  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: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.64m (18.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $229,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $275,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16114,  Location: 0.1 M W I-94 (Lat: 41.846519,  Lng: -87.638628),  Route carried "on" structure: Other road ,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 22.68m (74.41ft),  Average Daily Traffic: 19,700 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 83,842 (year 2032),  Design Load: HS 20,  Features Intersected: I- 55 STEVENSON,  Facility Carried by Structure: I- 94 NB TO I-55 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 10094042,  Subroute: 70),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161141,  Location: 0.5 M N US 12 (Lat: 41.729108,  Lng: -87.620681),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 2,400 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,159 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I- 94 RYAN & CTA,  Facility Carried by Structure: 91ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.5m (83.7ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $2,102,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $3,153,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161142,  Location: 1 M N US 12,20 (Lat: 41.736311,  Lng: -87.625283),  Route carried "on" structure: Other road ,  Year Built: 1959,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 29,700 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,312 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 RYAN & CTA,  Facility Carried by Structure: 87TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.688,  Lanes on structure: 7,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  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: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 33.1m (108.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161143,  Location: 1.5 M N US 12 (Lat: 41.743606,  Lng: -87.626022),  Route carried "on" structure: Other road ,  Year Built: 1959,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.89m (19.32ft),  Average Daily Traffic: 15,400 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,274 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 RYAN & CTA,  Facility Carried by Structure: 83RD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161144,  Location: 2 M N US 12 (Lat: 41.750964,  Lng: -87.625439),  Route carried "on" structure: Other road ,  Year Built: 1959,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 13,900 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,716 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 RYAN & CTA,  Facility Carried by Structure: 79TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.121,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,663,000,  Roadway Improvement Cost: $266,000,  Total Project Cost: $3,995,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161145,  Location: 2.5 M N 95TH ST (Lat: 41.758172,  Lng: -87.625872),  Route carried "on" structure: Other road ,  Year Built: 1958,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 8,900 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,420 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 RYAN & CTA,  Facility Carried by Structure: 75TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.072,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 62.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.91m (19.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,404,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $2,106,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161146,  Location: 3 M N 95TH ST (Lat: 41.765525,  Lng: -87.626011),  Route carried "on" structure: Other road ,  Year Built: 1958,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 10,600 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 14,626 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 RYAN & CTA,  Facility Carried by Structure: 71ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.030,  Lanes on structure: 7,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.2m (92.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161147,  Location: 3.5 M N OF 95TH ST (Lat: 41.772767,  Lng: -87.626414),  Route carried "on" structure: Other road ,  Year Built: 1960,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 11,500 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 12,463 (year 2032),  Design Load: HS 20,  Features Intersected: I- 94 RYAN & CTA,  Facility Carried by Structure: 67TH ST (MARQUETTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.624,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.94m (19.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,532,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $2,298,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161149,  Location: I-94 AT 63RD ST (Lat: 41.779944,  Lng: -87.631386),  Route carried "on" structure: Other road ,  Year Built: 1960,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 21,200 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,729 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I- 90,94 RYAN & CTA,  Facility Carried by Structure: 63RD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.288,  Lanes on structure: 5,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.7 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: 52.2 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16115,  Location: 5 M S I-55 (Lat: 41.787219,  Lng: -87.631619),  Route carried "on" structure: Other road ,  Year Built: 1961,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 9,000 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 12,051 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 RYAN & CTA,  Facility Carried by Structure: 59TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.141,  Lanes on structure: 5,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.9 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $1,825,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $2,738,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161151,  Location: 0.2 M S 55TH ST (Lat: 41.790869,  Lng: -87.633139),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 10.13m (33.23ft),  Average Daily Traffic: 850 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,159 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 RYAN & CTA,  Facility Carried by Structure: 57TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.363,  Lanes on structure: 4,  Lanes under structure: 12,  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: 5,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.97m (32.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,019,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $4,529,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161152,  Location: AT 55TH ST (Lat: 41.794167,  Lng: -87.631558),  Route carried "on" structure: Other road ,  Year Built: 1962,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.33m (27.33ft),  Average Daily Traffic: 27,400 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,553 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 RYAN & CTA,  Facility Carried by Structure: 55TH ST EB GARFLD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.947,  Lanes on structure: 5,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.11m (29.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,474,000,  Roadway Improvement Cost: $247,000,  Total Project Cost: $3,711,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161153,  Location: AT 55TH ST (Lat: 41.794181,  Lng: -87.630781),  Route carried "on" structure: Other road ,  Year Built: 1962,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.33m (27.33ft),  Average Daily Traffic: 27,400 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,553 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 RYAN & CTA,  Facility Carried by Structure: 55TH ST WB GARFLD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.963,  Lanes on structure: 5,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 88.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.05m (29.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,031,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $3,047,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161154,  Location: 2 M S I-55 (Lat: 41.819153,  Lng: -87.630764),  Route carried "on" structure: Other road ,  Year Built: 1961,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 13.06m (42.85ft),  Average Daily Traffic: 1,750 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,391 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 RYAN & CTA,  Facility Carried by Structure: ROOT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 4,  Lanes under structure: 16,  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: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,394,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $2,091,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161155,  Location: 2.1 M S I-55 (Lat: 41.816881,  Lng: -87.601503),  Route carried "on" structure: Other road ,  Year Built: 1961,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 8,450 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,210 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 RYAN & CTA,  Facility Carried by Structure: 43RD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.044,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.97m (32.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,587,000,  Roadway Improvement Cost: $259,000,  Total Project Cost: $3,831,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161156,  Location: 2.7 M S I-55 (Lat: 41.809111,  Lng: -87.632042),  Route carried "on" structure: Other road ,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 9.35m (30.68ft),  Average Daily Traffic: 13,200 (year 2018),  Truck Traffic: 23%,  Average Future Daily Traffic: 12,257 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 RYAN & CTA,  Facility Carried by Structure: 47TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.253,  Lanes on structure: 6,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 57.0 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.52m (37.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $4,768,000,  Roadway Improvement Cost: $477,000,  Total Project Cost: $7,152,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161157,  Location: 3.2 M S I-55 (Lat: 41.801800,  Lng: -87.631761),  Route carried "on" structure: Other road ,  Year Built: 1962,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 8.42m (27.62ft),  Average Daily Traffic: 8,550 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 221,450 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 RYAN & CTA,  Facility Carried by Structure: 51ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.982,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 70.3 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161158,  Location: 1.8 M N 47TH ST (Lat: 41.834639,  Lng: -87.629281),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 12.03m (39.47ft),  Average Daily Traffic: 2,900 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,279 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 RYAN & CTA,  Facility Carried by Structure: 33RD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 4,  Lanes under structure: 16,  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: 7,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.07m (39.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $546,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $655,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161159,  Location: 0.9 M S I-55 (Lat: 41.838239,  Lng: -87.631514),  Route carried "on" structure: Other road ,  Year Built: 1961,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 12.11m (39.73ft),  Average Daily Traffic: 9,100 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,446 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 RYAN & CTA,  Facility Carried by Structure: 31ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.720,  Lanes on structure: 4,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.1 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.16m (39.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,519,000,  Roadway Improvement Cost: $252,000,  Total Project Cost: $3,779,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16116,  Location: 1.3 M S I-55 (Lat: 41.830925,  Lng: -87.631269),  Route carried "on" structure: Other road ,  Year Built: 1961,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 6,150 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,081 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90,94 RYAN & CTA,  Facility Carried by Structure: 35TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.246,  Lanes on structure: 5,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 62.2 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.37m (37.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,441,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $3,662,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161165,  Location: 0.4 M S OF I-290 (Lat: 41.869678,  Lng: -87.645008),  Route carried "on" structure: Other road ,  Year Built: 1960,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 8.82m (28.94ft),  Average Daily Traffic: 13,200 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,064 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I- 90,94 RYAN,  Facility Carried by Structure: TAYLOR ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 8,  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: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 34.8m (114.2ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: 16117,  Location: .1 MI S OF JACKSON (Lat: 41.876811,  Lng: -87.636611),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 10,300 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 53,800 (year 2036),  Design Load: HS 20,  Features Intersected: WACKER DR SB LOWER,  Facility Carried by Structure: WACKER DR SB UPPER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.1 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: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16125,  Location: 1.5M W of IL43 (Lat: 41.984486,  Lng: -87.836592),  Route carried "on" structure: State highway 171,  Year Built: 2014,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 26,800 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 44,100 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: I- 90 JFK & CTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.183,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161322,  Location: 0.24 M W OF GRAND AV (Lat: 41.893553,  Lng: -87.653861),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 9.31m (30.54ft),  Average Daily Traffic: 14,400 (year 2021),  Average Future Daily Traffic: 17,000 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: I- 94,  Facility Carried by Structure: OHIO ST WB TO I94E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 1,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 10094042,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.1 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: 86.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161323,  Location: .1M W OF I94 (Lat: 41.893375,  Lng: -87.654964),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 14,400 (year 2021),  Average Future Daily Traffic: 17,000 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: I- 94EB RMP 2 OHIOEB,  Facility Carried by Structure: OHIO ST WB TO I94E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 10094042,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.1 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: 73.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing