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

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Structure Number: 990068,  Location: 4.7 M E OF IL-53 (Lat: 41.519972,  Lng: -87.991744),  Route carried "on" structure: Interstate 80,  Year Built: 1964,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 18.80m (61.68ft),  Average Daily Traffic: 30,600 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 50,757 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RR & US-30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.649,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 990069,  Location: 4.7 M E OF IL-53 (Lat: 41.519908,  Lng: -87.991786),  Route carried "on" structure: Interstate 80,  Year Built: 1964,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 19.19m (62.96ft),  Average Daily Traffic: 30,600 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 50,757 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RR & US-30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.633,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 27.8m (91.2ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 990129,  Location: 4 M SE OF IL 53 (Lat: 41.468056,  Lng: -88.015961),  Route carried "on" structure: US 52,  Year Built: 1927,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 8,450 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,929 (year 2032),  Design Load: HS 20,  Features Intersected: N BR JACKSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 235.070,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.5m (21.3ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $139,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $209,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 990197,  Location: 3.0 M NE OF US-30 (Lat: 41.542839,  Lng: -87.942275),  Route carried "on" structure: Other road ,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.08m (23.23ft),  Average Daily Traffic: 9,250 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,247 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I- 80,  Facility Carried by Structure: PARKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.619,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.1m (69.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $139,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $167,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 990203,  Location: 4.0 M E OF US-52 (Lat: 41.514256,  Lng: -88.004511),  Route carried "on" structure: Other road ,  Year Built: 1965,  Status: Open,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 10,900 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,203 (year 2032),  Design Load: HS 15,  Features Intersected: I- 80,  Facility Carried by Structure: GOUGAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.366,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.11m (26.61ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $938,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,407,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 990205,  Location: 0.5 M N OF US-30 (Lat: 41.531117,  Lng: -87.985719),  Route carried "on" structure: Other road ,  Year Built: 1965,  Year Reconstructed: 1998,  Status: Temporarily open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 3,950 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,688 (year 2032),  Design Load: HS 15,  Features Intersected: I- 80,  Facility Carried by Structure: FRANCIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Poor,  Superstructure: Critical,  Substructure: Satisfactory,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 9.57m (31.40ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $201,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $241,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 990316,  Location: 0.20 M.S. OF I-80 (Lat: 41.536069,  Lng: -87.960497),  Route carried "on" structure: Interstate 355,  Year Built: 2007,  Status: Open,  Structure Length: 5.47m (17.95ft),  Average Daily Traffic: 13,850 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 20,786 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-80 EB TO I-355 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 15.0m (49.2ft)

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: 77.1 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal 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: 990317,  Location: 0.65 M S OF US-6 (Lat: 41.539133,  Lng: -87.956633),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 6,000 (year 2021),  Average Future Daily Traffic: 7,253 (year 2032),  Design Load: HS 20,  Features Intersected: I- 80,  Facility Carried by Structure: I- 80 EB TO I-355
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 10080041,  Subroute: 50),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.4m (106.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 990318,  Location: I-80 & I-355 INTERCH (Lat: 41.538472,  Lng: -87.962303),  Route carried "on" structure: Interstate 355,  Year Built: 2007,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 13,850 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 20,786 (year 2032),  Design Load: HS 20,  Features Intersected: I- 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.304,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal 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: 990319,  Location: 0.5 M S OF I-355 (Lat: 41.537506,  Lng: -87.966261),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 12,300 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,996 (year 2032),  Design Load: HS 20,  Features Intersected: I- 80,  Facility Carried by Structure: CEDAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.125,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.6m (159.4ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.1 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 99032,  Location: 0.4 M W OF US 6 (Lat: 41.544139,  Lng: -87.966817),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 12.52m (41.08ft),  Average Daily Traffic: 12,300 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,996 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-355,  Facility Carried by Structure: CEDAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.384,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 56.2m (184.4ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 990321,  Location: 0.9 M N OF I-80 (Lat: 41.548139,  Lng: -87.974383),  Route carried "on" structure: US 6,  Year Built: 2007,  Status: Open,  Structure Length: 12.84m (42.13ft),  Average Daily Traffic: 20,200 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,672 (year 2032),  Design Load: HS 20,  Features Intersected: I-355
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 245.837,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 55.1m (180.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 990322,  Location: 1M N OF US6 (Lat: 41.551100,  Lng: -87.978669),  Route carried "on" structure: Interstate 355,  Year Built: 2007,  Status: Open,  Structure Length: 16.89m (55.41ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 31,514 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.090,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  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: 990323,  Location: 1M N OF US6 (Lat: 41.551206,  Lng: -87.978833),  Route carried "on" structure: Interstate 355,  Year Built: 2007,  Status: Open,  Structure Length: 16.89m (55.41ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 31,514 (year 2032),  Design Load: HS 20,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.106,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  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: 993021,  Location: .25M E OF CEDAR RD (Lat: 41.540494,  Lng: -87.963681),  Route carried "on" structure: Interstate 355,  Year Built: 2008,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 19,850 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 23,870 (year 2032),  Design Load: HS 20,  Features Intersected: HICKORY CR TRIB SWAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.9m (85.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  Culverts: 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: 89.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 993241,  Location: 0.8 MI NO US30 (Lat: 41.523183,  Lng: -87.942928),  Route carried "on" structure: Other road ,  Year Built: 1968,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 4,750 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,822 (year 2032),  Design Load: HS 20,  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: MARLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 99332,  Location: 0.5 MI E GOUGAR ROAD (Lat: 41.482656,  Lng: -87.993219),  Route carried "on" structure: Other road ,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 7,100 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 19,000 (year 2037),  Design Load: HS 20,  Features Intersected: N. BR. JACKSON CREEK,  Facility Carried by Structure: LARAWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.996,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 11.0m (36.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 99334,  Location: 0.6MI N LARAWAY RD (Lat: 41.492075,  Lng: -87.965094),  Route carried "on" structure: Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 10,600 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,400 (year 2032),  Design Load: HS 20,  Features Intersected: N. BR JACKSON CREEK,  Facility Carried by Structure: CEDAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.269,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 993363,  Location: 1.5M E CEDAR RD (Lat: 41.531969,  Lng: -87.937536),  Route carried "on" structure: Other road ,  Year Built: 2003,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 11,700 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,544 (year 2032),  Design Load: HS 20,  Features Intersected: MARLEY CREEK,  Facility Carried by Structure: FRANCIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.713,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 993381,  Location: 1.3 MI S LARAWAY RD (Lat: 41.463975,  Lng: -87.964108),  Route carried "on" structure: Other road ,  Year Built: 2010,  Status: Open,  Structure Length: 3.21m (10.53ft),  Average Daily Traffic: 7,400 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,400 (year 2032),  Design Load: HS 20,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: CEDAR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.391,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  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,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 99435,  Location: 0.2 MI NORTH US 30 (Lat: 41.519589,  Lng: -87.975672),  Route carried "on" structure: Other road ,  Year Built: 1974,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 600 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,498 (year 2032),  Design Load: HS 20,  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: VINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 994358,  Location: 0.3 M NO OF US30 (Lat: 41.517100,  Lng: -87.945156),  Route carried "on" structure: Other road ,  Year Built: 1984,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 4,750 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,822 (year 2032),  Design Load: HS 20,  Features Intersected: METRA RR,  Facility Carried by Structure: MARLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 994559,  Location: 3.5 M S US-30 (Lat: 41.461522,  Lng: -87.925453),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 2,600 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,810 (year 2032),  Design Load: HS 20,  Features Intersected: JACKSON CREEKTRIB,  Facility Carried by Structure: SCHOOL HOUSE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.966,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.9m (42.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present 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,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 994562,  Location: 0.4 MI NO BAKER RD (Lat: 41.459789,  Lng: -87.983347),  Route carried "on" structure: Other road ,  Year Built: 2001,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 4,400 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,241 (year 2032),  Design Load: HS 20,  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: EASTERN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.120,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Equal to present desirable 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 48 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 996498,  Location: 0.06 M E of Marley R (Lat: 41.518178,  Lng: -87.933775),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 25 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 20 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Trib to Hickory Crk,  Facility Carried by Structure: Georgia's Way
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.4m (30.8ft)

Condition: Channel: Satisfactory,  Culverts: Very 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019

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Structure Number: 996701,  Location: .4M N OF LARAWAY RD (Lat: 41.488406,  Lng: -87.984200),  Route carried "on" structure: Other road ,  Year Built: 1977,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,400 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,241 (year 2032),  Features Intersected: JACKSON CREEK,  Facility Carried by Structure: NELSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Out-to-Out Width: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Serious,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 996702,  Location: 0.2M S OF LARAWAY RD (Lat: 41.479064,  Lng: -87.995331),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 1,750 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,542 (year 2032),  Features Intersected: JACKSON CR,  Facility Carried by Structure: JACKSON BRANCH DRI
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),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Fair,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2021

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Structure Number: 996703,  Location: 0.05 M N. OF US 30 (Lat: 41.515000,  Lng: -87.966442),  Route carried "on" structure: Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 3.45m (11.32ft),  Average Daily Traffic: 16,000 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,349 (year 2032),  Design Load: HS 20,  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: N. CEDAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.651,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.6m (54.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 990068,  Location: 4.7 M E OF IL-53 (Lat: 41.520097,  Lng: -87.992033),  Route carried "under" structure: US 30,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 14,200 (year 2021),  Truck Traffic: 9%,  Features Intersected: RR & US-30,  Facility Carried by Structure: I- 80 WB
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 205.604,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 990069,  Location: 4.7 M E OF IL-53 (Lat: 41.520128,  Lng: -87.992222),  Route carried "under" structure: US 30,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 14,200 (year 2021),  Truck Traffic: 9%,  Features Intersected: RR & US-30,  Facility Carried by Structure: I- 80 EB
Minimum Vertical Clearance: 7.14m (23.43ft),  Kilometerpoint: 205.588,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 990197,  Location: 3.0 M NE OF US-30 (Lat: 41.542431,  Lng: -87.942250),  Route carried "under" structure: Interstate 80,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 90,800 (year 2021),  Truck Traffic: 25%,  Features Intersected: I- 80,  Facility Carried by Structure: PARKER RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 226.847,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.1m (69.2ft)

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Structure Number: 990203,  Location: 4.0 M E OF US-52 (Lat: 41.513811,  Lng: -88.004497),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 75,700 (year 2019),  Truck Traffic: 26%,  Features Intersected: I- 80,  Facility Carried by Structure: GOUGAR RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 220.329,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 990205,  Location: 0.5 M N OF US-30 (Lat: 41.531111,  Lng: -87.985400),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 61,200 (year 2021),  Truck Traffic: 33%,  Features Intersected: I- 80,  Facility Carried by Structure: FRANCIS RD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 223.001,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.1m (95.5ft)

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Structure Number: 990316,  Location: 0.20 M.S. OF I-80 (Lat: 41.535575,  Lng: -87.959633),  Route carried "under" structure: Other road ,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2021),  Features Intersected: I-80 EB TO I-355 NB,  Facility Carried by Structure: I-355 SB TO I-80 E
Minimum Vertical Clearance: 3.12m (10.24ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 990317,  Location: 0.65 M S OF US-6 (Lat: 41.538833,  Lng: -87.957939),  Route carried "under" structure: Interstate 80,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 58,900 (year 2021),  Truck Traffic: 20%,  Features Intersected: I- 80
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 225.608,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.4m (106.3ft)

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Structure Number: 990318,  Location: I-80 & I-355 INTERCH (Lat: 41.537917,  Lng: -87.961933),  Route carried "under" structure: Interstate 80,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 58,900 (year 2021),  Truck Traffic: 20%,  Features Intersected: I- 80
Minimum Vertical Clearance: 6.81m (22.34ft),  Kilometerpoint: 225.173,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 990319,  Location: 0.5 M S OF I-355 (Lat: 41.536908,  Lng: -87.966322),  Route carried "under" structure: Interstate 80,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 58,900 (year 2021),  Truck Traffic: 20%,  Features Intersected: I- 80,  Facility Carried by Structure: CEDAR RD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 224.739,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.6m (159.4ft)

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Structure Number: 99032,  Location: 0.4 M W OF US 6 (Lat: 41.543442,  Lng: -87.966789),  Route carried "under" structure: Interstate 355,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-355,  Facility Carried by Structure: CEDAR RD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.2m (184.4ft)

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Structure Number: 990321,  Location: 0.9 M N OF I-80 (Lat: 41.548144,  Lng: -87.973981),  Route carried "under" structure: Interstate 355,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-355,  Facility Carried by Structure: US 6
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 2.639,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.1m (180.8ft)

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Structure Number: 990324,  Location: 1.1M S OF DIVISION (Lat: 41.561583,  Lng: -87.989772),  Route carried "under" structure: Interstate 355,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 47,300 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-355,  Facility Carried by Structure: BRUCE RD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 4.442,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 993088,  Location: .5 M N OF LINCOLNWAY (Lat: 41.517775,  Lng: -87.927892),  Route carried "under" structure: Other road ,  Year Built: 1900,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 6%,  Features Intersected: (SCHOOLHOUSE RD),  Facility Carried by Structure: RI&P RR
Minimum Vertical Clearance: 0.03m (0.10ft),  Kilometerpoint: 1.690,  Lanes under structure: 2,  Material/Design: Concrete,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 994625,  Location: 0.27 M E CEDAR RD (Lat: 41.512258,  Lng: -87.960033),  Route carried "under" structure: US 30,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 22,600 (year 2021),  Truck Traffic: 5%,  Features Intersected: US-30,  Facility Carried by Structure: N&W RR
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 208.453,  Lanes under structure: 2,  Material/Design: Steel continuous,  Length of Maximum Span: 36.2m (118.8ft)