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

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Structure Number: 160506,  Location: 0.2 M S I-90 NW TOLL (Lat: 42.002039,  Lng: -87.894192),  Route carried "on" structure: State highway 72,  Year Built: 1940,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 18,300 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,591 (year 2032),  Design Load: HS 20,  Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.119,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 160508,  Location: 3.2 M W IL 43 (Lat: 41.983181,  Lng: -87.870053),  Route carried "on" structure: Interstate 190,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 40,100 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,616 (year 2032),  Design Load: HS 20,  Features Intersected: I-294 TRI-STATE TOLL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: 64.2 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160509,  Location: 3.2 M W IL 43 (Lat: 41.983175,  Lng: -87.870450),  Route carried "on" structure: Interstate 190,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 40,100 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 56,702 (year 2032),  Design Load: HS 20,  Features Intersected: I-294 TRI STATE TOLL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: 64.2 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16051,  Location: 3.1 M W IL 43 (Lat: 41.983411,  Lng: -87.856892),  Route carried "on" structure: Interstate 190,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 34,350 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 58,298 (year 2032),  Design Load: HS 20,  Features Intersected: I-294 NB to I-90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.8m (48.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 90.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.1 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160511,  Location: 2.8 M W IL 43 (Lat: 41.983333,  Lng: -87.861778),  Route carried "on" structure: Interstate 190,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 32,100 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 44,599 (year 2032),  Design Load: HS 20,  Features Intersected: DES PLAINES RIV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.384,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  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: 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160512,  Location: 2.8 M W IL 43 (Lat: 41.983339,  Lng: -87.861369),  Route carried "on" structure: Interstate 190,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 32,100 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 44,599 (year 2032),  Design Load: HS 20,  Features Intersected: DES PLAINES RIV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Serious,  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: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160513,  Location: 2.5 M W IL 43 (Lat: 41.983411,  Lng: -87.856539),  Route carried "on" structure: Interstate 190,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 24.96m (81.89ft),  Average Daily Traffic: 34,350 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 58,298 (year 2032),  Design Load: HS 20,  Features Intersected: I- 90 TOLL & D P RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.29m (79.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,416,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $3,624,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160514,  Location: 2.5 M W IL 43 (Lat: 41.983414,  Lng: -87.856383),  Route carried "on" structure: Interstate 190,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 34,350 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 58,298 (year 2032),  Design Load: HS 20,  Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: 58.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.29m (79.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,416,000,  Roadway Improvement Cost: $242,000,  Total Project Cost: $3,624,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 160665,  Location: 0.6 M SE I-294 (Lat: 41.989203,  Lng: -87.856253),  Route carried "on" structure: State highway 72,  Year Built: 1929,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 6.08m (19.95ft),  Average Daily Traffic: 17,600 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,205 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: DES PLAINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.756,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.13m (20.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,071,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,607,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 161091,  Location: 3.1 M W IL 43 (Lat: 41.983242,  Lng: -87.866853),  Route carried "on" structure: Interstate 190,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 32,550 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,616 (year 2032),  Design Load: HS 20,  Features Intersected: I-294 NB to I-90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.851,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: 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,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162447,  Location: 0.6 M W RIVER RD P9 (Lat: 41.983556,  Lng: -87.871869),  Route carried "on" structure: Other road ,  Year Built: 1960,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 15,700 (year 2021),  Average Future Daily Traffic: 16,892 (year 2032),  Design Load: HS 20,  Features Intersected: I-190 EB JFK,  Facility Carried by Structure: I-294 OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 162501,  Location: 0.1 M S ILL 72 P9 (Lat: 41.990142,  Lng: -87.859939),  Route carried "on" structure: Other road ,  Year Built: 1929,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 18,250 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,445 (year 2032),  Design Load: HS 20,  Features Intersected: WILLOW CR,  Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.502,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.3m (89.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 27.3m (89.6ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 162742,  Location: 0.25 Mi S of I-90 (Lat: 41.987858,  Lng: -87.869422),  Route carried "on" structure: Other road ,  Year Built: 1959,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 10,900 (year 2020),  Average Future Daily Traffic: 22,042 (year 2032),  Design Load: HS 20,  Features Intersected: Willow Creek,  Facility Carried by Structure: I-90E/294S to I-19
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 10294041,  Subroute: 70),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: 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: 33.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 162743,  Location: 0.20 Mi S I-90 (Lat: 41.987889,  Lng: -87.868514),  Route carried "on" structure: Interstate 294,  Year Built: 1959,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 112,600 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 62,933 (year 2032),  Design Load: HS 20,  Features Intersected: Willow Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.971,  Lanes on structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 166342,  Location: 0.40 MI E of I-294 (Lat: 41.986628,  Lng: -87.860972),  Route carried "on" structure: Interstate 90,  Year Built: 2006,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 85,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,248 (year 2032),  Design Load: HS 20,  Features Intersected: Des Plaines River Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 126.121,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16794,  Location: 0.4 M E US 45 P9 (Lat: 41.988856,  Lng: -87.871011),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 400 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 215 (year 2032),  Features Intersected: WILLOW CR,  Facility Carried by Structure: RUBY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 167941,  Location: 0.1 M W RIVER RD P9 (Lat: 41.989900,  Lng: -87.862036),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 1,450 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 215 (year 2032),  Design Load: HS 20,  Features Intersected: WILLOW CR,  Facility Carried by Structure: GLEN LAKE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169611,  Location: 0.6 Mi E. Lee St. (Lat: 42.001114,  Lng: -87.884753),  Route carried "on" structure: Interstate 90,  Year Built: 2015,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 141,200 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 84,563 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: US 12-45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.562,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 169774,  Location: 0.7 M N I190 P9 (Lat: 41.993583,  Lng: -87.866522),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 84,400 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 102,331 (year 2032),  Features Intersected: ILL 72 (HIGGINS RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.279,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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: Superior to present desirable criteria,  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: Wearing Surface: Bituminous

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Structure Number: 169775,  Location: 0.7 M N I190 P9 (Lat: 41.993347,  Lng: -87.866606),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 74,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 78,023 (year 2032),  Features Intersected: ILL 72 (HIGGINS RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.312,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 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: Superior to present desirable criteria,  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

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Structure Number: 169776,  Location: 0.25 Mi S of IL-72 (Lat: 41.990725,  Lng: -87.867539),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 74,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 78,023 (year 2032),  Features Intersected: I-90
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 19.633,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 20.4m (66.9ft)

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: 55.7 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169777,  Location: 0.25 Mi S of IL-72 (Lat: 41.990194,  Lng: -87.867719),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 53,650 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 52,839 (year 2032),  Features Intersected: I-90
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 19.714,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169878,  Location: 0.7 M E I294 P9 (Lat: 41.986581,  Lng: -87.860878),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 170,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 64,221 (year 2032),  Features Intersected: RIV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 126.137,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Bridge Improvement Cost: $926,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $1,389,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169879,  Location: 0.7 M E I294 P9 (Lat: 41.984811,  Lng: -87.856306),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 85,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 64,221 (year 2032),  Features Intersected: DES PLAINES RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 126.555,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.1 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: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2019,  Underwater Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16995,  Location: 0.2 M E I294 P9 (Lat: 41.988944,  Lng: -87.864522),  Route carried "on" structure: Other road ,  Year Built: 1958,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 179,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 139,771 (year 2032),  Design Load: HS 20,  Features Intersected: Willow Creek,  Facility Carried by Structure: I-90/I-90W to I-29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 10294041,  Subroute: 80),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Very good,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 169963,  Location: 0.40 MI E of I-294 (Lat: 41.986414,  Lng: -87.860519),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 170,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 64,221 (year 2032),  Design Load: HS 20,  Features Intersected: Des Plaines River Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 126.169,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2019,  Bridge Improvement Cost: $430,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $645,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 169964,  Location: 0.7M E I294 P9 (Lat: 41.984983,  Lng: -87.857031),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 170,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 128,441 (year 2032),  Design Load: HS 20,  Features Intersected: DES PLAINES RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 126.491,  Lanes on structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 48.2m (158.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2019,  Underwater Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 169965,  Location: 1 M W I294 P11 (Lat: 42.001033,  Lng: -87.884578),  Route carried "on" structure: Interstate 90,  Year Built: 1958,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 70,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 84,563 (year 2032),  Design Load: HS 20,  Features Intersected: US 12,45 (MANNHEIM)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.578,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 57.6m (189.0ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 23.2m (76.1ft)

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

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Structure Number: 169981,  Location: 0.5 M N ILL 72 P11 (Lat: 41.995594,  Lng: -87.865892),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 74,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 78,023 (year 2032),  Design Load: HS 20,  Features Intersected: DEVON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.974,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 169982,  Location: 0.25 Mi S of IL-72 (Lat: 41.983225,  Lng: -87.867533),  Route carried "on" structure: Other road ,  Year Built: 1958,  Status: Open,  Structure Length: 51.36m (168.50ft),  Average Daily Traffic: 27,300 (year 2020),  Average Future Daily Traffic: 10,094 (year 2032),  Design Load: HS 20,  Features Intersected: I-294/I-90,  Facility Carried by Structure: I-294 NB to I-90 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes (Inventory Route: 10294041,  Subroute: 80),  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 51.36m (168.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $3,609,000,  Roadway Improvement Cost: $361,000,  Total Project Cost: $5,414,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169983,  Location: 0.25 Mi S of IL-72 (Lat: 41.992392,  Lng: -87.867458),  Route carried "on" structure: Other road ,  Year Built: 1958,  Status: Open,  Structure Length: 51.05m (167.49ft),  Average Daily Traffic: 11,600 (year 2020),  Average Future Daily Traffic: 11,845 (year 2032),  Design Load: HS 20,  Features Intersected: I-294/I-90,  Facility Carried by Structure: I-294 SB to I-90 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes (Inventory Route: 10294041,  Subroute: 60),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 51.05m (167.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $911,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $1,093,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 169986,  Location: 0.15 Mi S of I-90 (Lat: 41.988789,  Lng: -87.868647),  Route carried "on" structure: Other road ,  Year Built: 1958,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 9,300 (year 2020),  Average Future Daily Traffic: 11,742 (year 2032),  Design Load: HS 20,  Features Intersected: I-90 EB to I-294 SB,  Facility Carried by Structure: I-294 SB to I-190
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 10294041,  Subroute: 70),  Owner: State Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 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: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 169987,  Location: 1.2 M N ILL 19 P9 (Lat: 41.976567,  Lng: -87.869694),  Route carried "on" structure: Other road ,  Year Built: 1958,  Status: Open,  Structure Length: 7.64m (25.07ft),  Average Daily Traffic: 4,700 (year 2018),  Truck Traffic: 18%,  Average Future Daily Traffic: 30 (year 2032),  Design Load: HS 20,  Features Intersected: I 294,  Facility Carried by Structure: BALMORAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.1m (118.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 160508,  Location: 3.2 M W IL 43 (Lat: 41.983181,  Lng: -87.870053),  Route carried "under" structure: Interstate 294,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 107,300 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-294 TRI-STATE TOLL,  Facility Carried by Structure: I-190 EB JFK
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 20.486,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 160508,  Location: 3.2 M W IL 43 (Lat: 41.983186,  Lng: -87.869600),  Route carried "under" structure: Other road ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 15,100 (year 2021),  Features Intersected: I-294 TRI-STATE TOLL,  Facility Carried by Structure: I-190 EB JFK
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.386,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 160509,  Location: 3.2 M W IL 43 (Lat: 41.984342,  Lng: -87.869744),  Route carried "under" structure: Interstate 294,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 107,300 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-294 TRI STATE TOLL,  Facility Carried by Structure: I-190 WB JFK
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 20.358,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 160509,  Location: 3.2 M W IL 43 (Lat: 41.984356,  Lng: -87.869247),  Route carried "under" structure: Other road ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 15,100 (year 2021),  Features Intersected: I-294 TRI STATE TOLL,  Facility Carried by Structure: I-190 WB JFK
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.547,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 16051,  Location: 3.1 M W IL 43 (Lat: 41.983225,  Lng: -87.867361),  Route carried "under" structure: Other road ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2020),  Features Intersected: I-294 NB to I-90,  Facility Carried by Structure: I-190 EB JFK
Minimum Vertical Clearance: 0.03m (0.10ft),  Kilometerpoint: 0.290,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.8m (48.6ft)

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Structure Number: 16051,  Location: 3.1 M W IL 43 (Lat: 41.989456,  Lng: -87.867283),  Route carried "under" structure: Other road ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 21,600 (year 2020),  Features Intersected: I-294 NB to I-90,  Facility Carried by Structure: I-190 EB JFK
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.901,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.8m (48.6ft)

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Structure Number: 160511,  Location: 2.8 M W IL 43 (Lat: 41.983339,  Lng: -87.861369),  Route carried "under" structure: Other road ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 29,000 (year 2018),  Truck Traffic: 4%,  Features Intersected: DES PLAINES RIV RD,  Facility Carried by Structure: I-190 EB JFK
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 7.274,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 160512,  Location: 2.8 M W IL 43 (Lat: 41.983847,  Lng: -87.861264),  Route carried "under" structure: Other road ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 36,500 (year 2018),  Truck Traffic: 7%,  Features Intersected: DES PLAINES RIV RD,  Facility Carried by Structure: I-190 JFK
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 7.226,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 161091,  Location: 3.1 M W IL 43 (Lat: 41.984239,  Lng: -87.867111),  Route carried "under" structure: Other road ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2020),  Features Intersected: I-294 NB to I-90,  Facility Carried by Structure: I-190 WB JFK
Minimum Vertical Clearance: 0.03m (0.10ft),  Kilometerpoint: 0.402,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.5m (47.6ft)

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Structure Number: 161091,  Location: 3.1 M W IL 43 (Lat: 41.988517,  Lng: -87.866886),  Route carried "under" structure: Other road ,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 21,600 (year 2020),  Features Intersected: I-294 NB to I-90,  Facility Carried by Structure: I-190 WB JFK
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 1.014,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.5m (47.6ft)

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Structure Number: 162447,  Location: 0.6 M W RIVER RD P9 (Lat: 41.983075,  Lng: -87.872075),  Route carried "under" structure: Interstate 190,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 64,500 (year 2021),  Truck Traffic: 4%,  Features Intersected: I-190 EB JFK,  Facility Carried by Structure: I-294 OFF RAMP
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 2.189,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.7m (61.4ft)

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Structure Number: 166342,  Location: 0.40 MI E of I-294 (Lat: 41.986364,  Lng: -87.860739),  Route carried "under" structure: Other road ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 36,500 (year 2018),  Truck Traffic: 7%,  Features Intersected: Des Plaines River Rd,  Facility Carried by Structure: I-90 Cash Toll Lan
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 6.904,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 169611,  Location: 0.6 Mi E. Lee St. (Lat: 42.000781,  Lng: -87.884569),  Route carried "under" structure: US 12,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 20,100 (year 2021),  Truck Traffic: 4%,  Features Intersected: US 12-45,  Facility Carried by Structure: I-90 EB Jayne Adam
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 74.301,  Lanes on structure: 5,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)