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

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Structure Number: 166333,  Location: 300E.& 150N.TO 340N. (Lat: 41.887628,  Lng: -87.620686),  Route carried "on" structure: Other road ,  Year Built: 1980,  Status: Open,  Structure Length: 33.94m (111.35ft),  Average Daily Traffic: 12,900 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 26,200 (year 2032),  Design Load: HS 20,  Features Intersected: LOWER LEVEL COLUMBUS,  Facility Carried by Structure: COLUMBUS DRIVE
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.048,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 166334,  Location: 300 E & 100S TO 150N (Lat: 41.883597,  Lng: -87.620619),  Route carried "on" structure: Other road ,  Year Built: 1980,  Status: Open,  Structure Length: 25.88m (84.91ft),  Average Daily Traffic: 26,100 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,200 (year 2032),  Design Load: HS 20,  Features Intersected: PARKING FACILITIES,  Facility Carried by Structure: COLUMBUS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Other Special Inspection Date: November 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 166335,  Location: 300N 154E TO 300E (Lat: 41.886819,  Lng: -87.623972),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 7,500 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 524 (year 2032),  Design Load: HS 20,  Features Intersected: LOWER LEVEL S WATER,  Facility Carried by Structure: SOUTH WATER ST EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Other Special Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 166336,  Location: 630W.&400N.TO 320N. (Lat: 41.888894,  Lng: -87.644278),  Route carried "on" structure: Other road ,  Year Built: 1981,  Status: Open,  Structure Length: 17.31m (56.79ft),  Average Daily Traffic: 5,200 (year 2014),  Truck Traffic: 38%,  Average Future Daily Traffic: 5,150 (year 2032),  Design Load: HS 20,  Features Intersected: RR TRACKS-WAYMAN ST.,  Facility Carried by Structure: DESPLAINES ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  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: 59.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.22m (56.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $723,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $868,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 166337,  Location: 330 N.& 100 W. (Lat: 41.888411,  Lng: -87.631028),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 2.64m (8.66ft),  Average Daily Traffic: 15,300 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,081 (year 2032),  Design Load: HS 20,  Features Intersected: Parking Area,  Facility Carried by Structure: CLARK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.451,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 4.8m (15.7ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166338,  Location: 300E& 400N.TO 500N. (Lat: 41.892439,  Lng: -87.620247),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 18.01m (59.09ft),  Average Daily Traffic: 26,100 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,162 (year 2032),  Design Load: HS 20,  Features Intersected: EAST NORTHWATER ST,  Facility Carried by Structure: COLUMBUS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 41.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Other Special Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 166339,  Location: 150N 430W TO 500W (Lat: 41.884442,  Lng: -87.640814),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 11,400 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,141 (year 2032),  Design Load: HS 20,  Features Intersected: UNION STA TRKS,  Facility Carried by Structure: RANDOLPH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,799,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $2,699,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16634,  Location: 154E 200N TO 300N (Lat: 41.886908,  Lng: -87.622417),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 25 (year 2020),  Average Future Daily Traffic: 524 (year 2032),  Design Load: HS 20,  Features Intersected: LOWER LEVEL STETSON,  Facility Carried by Structure: STETSON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal 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: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Other Special Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166346,  Location: .6M S of IL72 (Lat: 41.988961,  Lng: -87.881106),  Route carried "on" structure: Other road ,  Year Built: 2018,  Status: Open,  Structure Length: 8.62m (28.28ft),  Average Daily Traffic: 5,000 (year 2019),  Average Future Daily Traffic: 5,100 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: US12/45,  Facility Carried by Structure: Coffey Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.9m (163.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166401,  Location: 0.15 MINW KEEFE AVE (Lat: 41.771006,  Lng: -87.615403),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: M L KING DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.684,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.4m (93.2ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 28.4m (93.2ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 59.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166402,  Location: AT 69TH P7C (Lat: 41.769600,  Lng: -87.613453),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: KEEFE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.893,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.4m (93.2ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 28.4m (93.2ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 59.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166403,  Location: 1.5 M SE I94 P7C (Lat: 41.762611,  Lng: -87.603725),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.73m (15.52ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: 73RD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 164.052,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.4m (145.7ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166404,  Location: 0.1 M S 79TH P7C (Lat: 41.749808,  Lng: -87.585914),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.98m (29.46ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: STONY ISLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.080,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.5m (142.7ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166405,  Location: 0.5 M SE 79TH P7C (Lat: 41.746578,  Lng: -87.581433),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: ELLIOTT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.579,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166406,  Location: 0.1 M W JEFFERY P7C (Lat: 41.744344,  Lng: -87.578297),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: CITY STORAGE AREA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.949,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166407,  Location: 0.2 M SE 85TH P7C (Lat: 41.738875,  Lng: -87.570761),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 14,350 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 21,682 (year 2032),  Design Load: HS 20,  Features Intersected: 86TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.834,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166408,  Location: 0.1 M W S CHGO AVE P (Lat: 41.737278,  Lng: -87.568619),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.91m (12.83ft),  Average Daily Traffic: 14,350 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 21,682 (year 2032),  Design Load: HS 20,  Features Intersected: 87TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.059,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.0m (124.7ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166409,  Location: 0.1 W S CHGO AVE P7C (Lat: 41.737158,  Lng: -87.568478),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 14,350 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 21,682 (year 2032),  Design Load: HS 20,  Features Intersected: 87TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.075,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166411,  Location: AT 66TH P7C (Lat: 41.774906,  Lng: -87.625158),  Route carried "on" structure: Interstate 90,  Year Built: 1961,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 18,350 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 21,682 (year 2032),  Design Load: HS 20,  Features Intersected: STATE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.719,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 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: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $682,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $1,023,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166412,  Location: 0.03 M NW COMM AV (Lat: 41.724950,  Lng: -87.551292),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: GROUND NW COMM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.023,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 60.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $925,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,388,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166413,  Location: AT COMMERCIAL AVE (Lat: 41.724803,  Lng: -87.551097),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.74m (18.83ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: COMMERCIAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.039,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.8m (186.4ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.83m (22.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,639,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $2,459,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166414,  Location: 0.06 M SE COMM AV (Lat: 41.724686,  Lng: -87.550964),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 14.24m (46.72ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: GROUND SE COMM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.055,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.14m (46.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,033,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $3,050,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166415,  Location: 0.13 M SE COMM AV (Lat: 41.723992,  Lng: -87.550156),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.74m (18.83ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: CHGO.SHORT LINE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.151,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.8m (186.4ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.83m (22.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,366,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $2,049,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166416,  Location: 0.22 M SE COMM AV (Lat: 41.722775,  Lng: -87.548900),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 22.61m (74.18ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: 95TH ST(US12 & 20)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.312,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 66.3m (217.5ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.59m (74.11ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2019,  Bridge Improvement Cost: $3,872,000,  Roadway Improvement Cost: $387,000,  Total Project Cost: $5,808,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166417,  Location: 0.36 M SE COMM AV (Lat: 41.721233,  Lng: -87.547422),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 21.23m (69.65ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: 96TH ST & BRC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.489,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 79.3m (260.2ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.2 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.31m (69.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2019,  Bridge Improvement Cost: $3,655,000,  Roadway Improvement Cost: $366,000,  Total Project Cost: $5,483,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166418,  Location: VIAD, CALUMET RV (Lat: 41.715964,  Lng: -87.540381),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 19.03m (62.43ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: GROUND NW CAL RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.181,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 63.2m (207.3ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.11m (62.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2019,  Bridge Improvement Cost: $2,748,000,  Roadway Improvement Cost: $275,000,  Total Project Cost: $4,122,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166419,  Location: VIAD, CALUMET RV (Lat: 41.715539,  Lng: -87.539642),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 39.68m (130.18ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: CALUMET RIVER
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 171.246,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 38.1m (125.0ft), Horizontal Clearance: 61.0m (200.1ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 198.1m (649.9ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.72m (130.31ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2019,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $5,710,000,  Roadway Improvement Cost: $571,000,  Total Project Cost: $8,565,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16642,  Location: VIAD, CALUMET RV (Lat: 41.715344,  Lng: -87.539256),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 16.28m (53.41ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: GROUND SE CAL RV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.278,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  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: 16.37m (53.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2019,  Bridge Improvement Cost: $2,353,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $3,530,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166421,  Location: 0.19 M NW 100TH (Lat: 41.714758,  Lng: -87.537869),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 12.34m (40.49ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: CONRAIL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.390,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.3m (155.2ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.95m (42.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2019,  Bridge Improvement Cost: $3,550,000,  Roadway Improvement Cost: $355,000,  Total Project Cost: $5,325,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166422,  Location: 0.11 M NW 100TH (Lat: 41.714500,  Lng: -87.537275),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: AVE "M"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.439,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.3m (135.5ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.52m (37.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2019,  Bridge Improvement Cost: $1,622,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $2,259,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166423,  Location: AT 100TH ST (Lat: 41.714122,  Lng: -87.536500),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 22.40m (73.49ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: EWING,100TH & AVE"L"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.503,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 68.7m (225.4ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.22m (72.90ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2019,  Bridge Improvement Cost: $2,904,000,  Roadway Improvement Cost: $290,000,  Total Project Cost: $4,356,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166434,  Location: 0.03 M NW 106TH (Lat: 41.703817,  Lng: -87.525194),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: US12,20,41 INDIANAPO
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 173.515,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.1m (62.7ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.0 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2019,  Bridge Improvement Cost: $1,272,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $1,908,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166438,  Location: 0.08 M NW MARQ RDP7C (Lat: 41.773431,  Lng: -87.618558),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 11.42m (37.47ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: GROUND SE INDIANA AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.298,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.66m (31.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2019,  Bridge Improvement Cost: $1,422,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $2,133,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 166439,  Location: 0.4 M E I94 P7C (Lat: 41.772911,  Lng: -87.617900),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.09m (10.14ft),  Average Daily Traffic: 28,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,363 (year 2032),  Design Load: HS 20,  Features Intersected: MARQUETTE RD(67TH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.394,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.06m (33.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,483,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $2,225,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing