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

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Structure Number: 220057,  Location: 0.34 M E IL 53 (Lat: 41.831536,  Lng: -88.047886),  Route carried "on" structure: State highway 56,  Year Built: 1973,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 2.14m (7.02ft),  Average Daily Traffic: 30,700 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,771 (year 2032),  Design Load: HS 20,  Features Intersected: E BR DUPAGE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.724,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 29.7m (97.4ft)

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: 56.4 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 220071,  Location: 1 MI S OF US 34 (Lat: 41.792136,  Lng: -88.037831),  Route carried "on" structure: Other road ,  Year Built: 1977,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 13,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,052 (year 2032),  Design Load: HS 20,  Features Intersected: ST JOSEPH CR,  Facility Carried by Structure: CH-2 (BELMONT AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.782,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $278,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $417,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220183,  Location: .5 MI S. US 34 (Lat: 41.795586,  Lng: -88.056992),  Route carried "on" structure: Interstate 355,  Year Built: 1988,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 59,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 76,420 (year 2032),  Design Load: HS 20,  Features Intersected: ST.JOSEPH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.899,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 220184,  Location: 2 MI N. OF US 34 (Lat: 41.816819,  Lng: -88.028225),  Route carried "on" structure: Interstate 355,  Year Built: 1988,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 59,000 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 95,247 (year 2032),  Design Load: HS 20,  Features Intersected: LACEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.906,  Lanes on structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Excellent,  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: 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: 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: August 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22022,  Location: 1 M E OF IL 53 (Lat: 41.832922,  Lng: -88.029375),  Route carried "on" structure: State highway 56,  Year Built: 1988,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 30,700 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 37,542 (year 2032),  Design Load: HS 20,  Features Intersected: I-355
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.285,  Lanes on structure: 10,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  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: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 225003,  Location: 0.8 Mi. N. of US 34 (Lat: 41.816097,  Lng: -88.029492),  Route carried "on" structure: Other road ,  Year Built: 1987,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 10,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,960 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Lacey Creek,  Facility Carried by Structure: Finley Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.773,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.8 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: Better than 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 2020

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Structure Number: 226002,  Location: 0.14 S HADDOW AVE (Lat: 41.795708,  Lng: -88.037828),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 1,650 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,640 (year 2038),  Design Load: HS 20,  Features Intersected: BELMONT ROAD,  Facility Carried by Structure: BURLINGTON/WARREN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.8 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22635,  Location: 0.3 MI S 63RD ST (Lat: 41.768819,  Lng: -88.031669),  Route carried "on" structure: Other road ,  Year Built: 1973,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 12,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,267 (year 2032),  Design Load: HS 20,  Features Intersected: PRENTISS CREEK,  Facility Carried by Structure: WOODWARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 53.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $431,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226351,  Location: .3 MI E WOODWARD AVE (Lat: 41.769269,  Lng: -88.025961),  Route carried "on" structure: Other road ,  Year Built: 1973,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 825 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 501 (year 2032),  Design Load: HS 20,  Features Intersected: PRENTISS CREEK,  Facility Carried by Structure: PRENTISS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 53.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226352,  Location: 400 FT S BN RR (Lat: 41.794817,  Lng: -88.027708),  Route carried "on" structure: Other road ,  Year Built: 1961,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 58%,  Average Future Daily Traffic: 1,058 (year 2032),  Features Intersected: ST. JOSEPH CREEK,  Facility Carried by Structure: LEE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Inspection Date: August 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226353,  Location: .1 MI S B N RR (Lat: 41.792664,  Lng: -88.019086),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 344 (year 2032),  Features Intersected: ST.JOSEPH CREEK,  Facility Carried by Structure: BROOKBANK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226354,  Location: 400 FT S GILBERT (Lat: 41.793047,  Lng: -88.022914),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 75 (year 2020),  Average Future Daily Traffic: 233 (year 2032),  Features Intersected: ST.JOSEPH CREEK,  Facility Carried by Structure: JACQUELINE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 229903,  Location: 02 M SO OF ILL 56 (Lat: 41.833383,  Lng: -88.011036),  Route carried "on" structure: Other road ,  Year Built: 1958,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Future Daily Traffic: 15,875 (year 2032),  Design Load: HS 20,  Features Intersected: I-88 E-W TOLL RD.,  Facility Carried by Structure: HIGHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.500,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $829,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $1,244,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 229966,  Location: 0.8 M.N. OF US-34 (Lat: 41.820756,  Lng: -88.028397),  Route carried "on" structure: Interstate 355,  Year Built: 1989,  Status: Open,  Structure Length: 16.03m (52.59ft),  Average Daily Traffic: 59,000 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 95,247 (year 2032),  Features Intersected: FINLEY RD & RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.324,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 40.5m (132.9ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 229967,  Location: 1.1 M.N. OF US-34 (Lat: 41.824114,  Lng: -88.025239),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 7,300 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,119 (year 2032),  Features Intersected: FINLEY RD,  Facility Carried by Structure: I-88 WB TO I-355 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 10355Q41,  Subroute: 10),  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 229968,  Location: 0.2 M.N. OF US-34 (Lat: 41.810319,  Lng: -88.036178),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 16.76m (54.99ft),  Average Daily Traffic: 5,450 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,289 (year 2032),  Design Load: HS 20,  Features Intersected: I-88 & I-355,  Facility Carried by Structure: FINLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.690,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 48.6m (159.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than 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: 17.62m (57.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,684,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $2,526,000,  Deck Structure Type: Other

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Structure Number: 229969,  Location: 0.1 M.E. OF FINLEY (Lat: 41.814528,  Lng: -88.027703),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 16.09m (52.79ft),  Average Daily Traffic: 1,200 (year 2020),  Average Future Daily Traffic: 9,600 (year 2041),  Features Intersected: I-88,  Facility Carried by Structure: I-88 EB TO I-355 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Other

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Structure Number: 22997,  Location: 1.3 M.E. OF IL-53 (Lat: 41.824183,  Lng: -88.028958),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 61.60m (202.10ft),  Average Daily Traffic: 8,000 (year 2020),  Average Future Daily Traffic: 8,021 (year 2032),  Features Intersected: I-355,FINLEY & RAMPS,  Facility Carried by Structure: I-355 SB TO I-88 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes (Inventory Route: 10355S40,  Subroute: 70),  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 229971,  Location: 1.3 M.E. OF IL-53 (Lat: 41.827258,  Lng: -88.028914),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 59.86m (196.39ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 16,264 (year 2032),  Design Load: HS 20,  Features Intersected: I-355,FINLEY & I-88,  Facility Carried by Structure: I-355 SB TO I-88 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 10355T40,  Subroute: 70),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 49.9m (163.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 229979,  Location: 1M.E.OF IL-53 (Lat: 41.797306,  Lng: -88.057050),  Route carried "on" structure: Interstate 355,  Year Built: 1989,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 118,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 152,841 (year 2032),  Features Intersected: BN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.092,  Lanes on structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 50.9m (167.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 50.2m (164.7ft),  Out-to-Out Width: 51.7m (169.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: Better than present minimum criteria,  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: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $521,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $625,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22998,  Location: 1M.E.OF IL-53 (Lat: 41.793583,  Lng: -88.056914),  Route carried "on" structure: Interstate 355,  Year Built: 1989,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 118,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 152,841 (year 2032),  Features Intersected: HITCHCOCK AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.673,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 44.9m (147.3ft),  Out-to-Out Width: 46.4m (152.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.7 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 229981,  Location: 1M.E.OF IL-53 (Lat: 41.786008,  Lng: -88.056186),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,182 (year 2032),  Design Load: HS 20,  Features Intersected: I-355,  Facility Carried by Structure: MAPLE AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.902,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.4 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 229988,  Location: 0.2 M.N. OF US-34 (Lat: 41.810319,  Lng: -88.036178),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 16.86m (55.31ft),  Average Daily Traffic: 5,450 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,289 (year 2032),  Design Load: HS 20,  Features Intersected: I-355,  Facility Carried by Structure: FINLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.690,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22022,  Location: 1 M E OF IL 53 (Lat: 41.833397,  Lng: -88.028950),  Route carried "under" structure: Interstate 355,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 67,800 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-355,  Facility Carried by Structure: IL 56
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 36.708,  Lanes on structure: 10,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 226002,  Location: 0.14 S HADDOW AVE (Lat: 41.795703,  Lng: -88.037628),  Route carried "under" structure: Other road ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 13,400 (year 2020),  Truck Traffic: 6%,  Features Intersected: BELMONT ROAD,  Facility Carried by Structure: BURLINGTON/WARREN
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 10.364,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.8m (68.2ft)

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Structure Number: 2298,  Location: .01M S of Belmont (Lat: 41.795469,  Lng: -88.037650),  Route carried "under" structure: Other road ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 13,400 (year 2020),  Truck Traffic: 6%,  Features Intersected: BELMONT ROAD,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 10.396,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.5m (70.5ft)

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Structure Number: 229903,  Location: 02 M SO OF ILL 56 (Lat: 41.833383,  Lng: -88.011036),  Route carried "under" structure: Interstate 88,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 128,200 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-88 E-W TOLL RD.,  Facility Carried by Structure: HIGHLAND AVE
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 215.775,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 229966,  Location: 0.8 M.N. OF US-34 (Lat: 41.819886,  Lng: -88.028358),  Route carried "under" structure: Other road ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 10,900 (year 2020),  Truck Traffic: 4%,  Features Intersected: FINLEY RD & RAMP,  Facility Carried by Structure: I-355
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 7.338,  Lanes on structure: 7,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 229967,  Location: 1.1 M.N. OF US-34 (Lat: 41.824178,  Lng: -88.025242),  Route carried "under" structure: Other road ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 10,900 (year 2020),  Truck Traffic: 4%,  Features Intersected: FINLEY RD,  Facility Carried by Structure: I-88 WB TO I-355 N
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 6.759,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 229968,  Location: 0.2 M.N. OF US-34 (Lat: 41.810025,  Lng: -88.036447),  Route carried "under" structure: Interstate 355,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 71,900 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-88 & I-355,  Facility Carried by Structure: FINLEY RD
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 33.763,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 48.6m (159.4ft)

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Structure Number: 229968,  Location: 0.2 M.N. OF US-34 (Lat: 41.809408,  Lng: -88.037014),  Route carried "under" structure: Interstate 88,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 111,200 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-88 & I-355,  Facility Carried by Structure: FINLEY RD
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 212.106,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 48.6m (159.4ft)

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Structure Number: 229969,  Location: 0.1 M.E. OF FINLEY (Lat: 41.814906,  Lng: -88.027611),  Route carried "under" structure: Interstate 88,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 76,600 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-88
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 213.329,  Lanes on structure: 1,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 22997,  Location: 1.3 M.E. OF IL-53 (Lat: 41.822847,  Lng: -88.028497),  Route carried "under" structure: Interstate 355,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 67,800 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-355,FINLEY & RAMPS
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 35.517,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 22997,  Location: 1.3 M.E. OF IL-53 (Lat: 41.822969,  Lng: -88.028597),  Route carried "under" structure: Other road ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2020),  Features Intersected: I-355,FINLEY & RAMPS,  Facility Carried by Structure: I-355 SB TO I-88 W
Minimum Vertical Clearance: 0.03m (0.10ft),  Kilometerpoint: 2.301,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 229971,  Location: 1.3 M.E. OF IL-53 (Lat: 41.823144,  Lng: -88.028522),  Route carried "under" structure: Interstate 355,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 67,800 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-355,FINLEY & I-88
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 35.566,  Lanes on structure: 1,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 49.9m (163.7ft)

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Structure Number: 22998,  Location: 1M.E.OF IL-53 (Lat: 41.793581,  Lng: -88.057056),  Route carried "under" structure: Other road ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2016),  Truck Traffic: 9%,  Features Intersected: HITCHCOCK AVE.,  Facility Carried by Structure: I-355
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.370,  Lanes on structure: 7,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 229981,  Location: 1M.E.OF IL-53 (Lat: 41.785975,  Lng: -88.055961),  Route carried "under" structure: Interstate 355,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 115,400 (year 2020),  Truck Traffic: 12%,  Features Intersected: I-355,  Facility Carried by Structure: MAPLE AVE.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 29.836,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 229988,  Location: 0.2 M.N. OF US-34 (Lat: 41.810014,  Lng: -88.036561),  Route carried "under" structure: Interstate 355,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 71,900 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-355,  Facility Carried by Structure: FINLEY RD
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 33.747,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 229988,  Location: 0.2 M.N. OF US-34 (Lat: 41.809408,  Lng: -88.037014),  Route carried "under" structure: Interstate 88,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 111,200 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-355,  Facility Carried by Structure: FINLEY RD
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 212.106,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)