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

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Structure Number: 713314,  Location: N EDGE ROCHELLE (Lat: 41.941269,  Lng: -89.063378),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 4,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,300 (year 2040),  Design Load: HS 20,  Features Intersected: KYTE RIVER,  Facility Carried by Structure: FLAGG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 713326,  Location: .93MI S OF THORP RD (Lat: 41.897839,  Lng: -89.131419),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 8.76m (28.74ft),  Average Daily Traffic: 100 (year 2017),  Truck Traffic: 24%,  Average Future Daily Traffic: 350 (year 2040),  Design Load: HS 20,  Features Intersected: UNION PACIF RR,  Facility Carried by Structure: THORPE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.4m (132.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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: 713333,  Location: 1.2MI E OF IL251 (Lat: 41.897972,  Lng: -89.042947),  Route carried "on" structure: Other road ,  Year Built: 2010,  Status: Open,  Structure Length: 6.88m (22.57ft),  Average Daily Traffic: 1,700 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 17,300 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BNSF RAILROAD,  Facility Carried by Structure: STEWARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 715035,  Location: 1.5 W. FLAGG CENTER (Lat: 41.945478,  Lng: -89.151539),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,200 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,100 (year 2040),  Design Load: HS 15,  Features Intersected: BR. KYTE CREEK,  Facility Carried by Structure: SKARE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.801,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 715044,  Location: 1.5 N.W. FLAGG CENTE (Lat: 41.947681,  Lng: -89.138642),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 400 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 500 (year 2040),  Design Load: HS 15,  Features Intersected: BR. KYTE CREEK,  Facility Carried by Structure: FOWLER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.559,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  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: 8.3m (27.2ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 715125,  Location: 1.5 MI NW ROCHELLE (Lat: 41.940814,  Lng: -89.101311),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 4,450 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,500 (year 2040),  Design Load: HS 20,  Features Intersected: DRY RUN CREEK,  Facility Carried by Structure: FLAGG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.723,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Very 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021

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Structure Number: 716005,  Location: ROCHELLE (Lat: 41.926147,  Lng: -89.058650),  Route carried "on" structure: Other road ,  Year Built: 1966,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 1,550 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,700 (year 2040),  Features Intersected: KYTE CREEK,  Facility Carried by Structure: SEVENTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 20.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 5.2 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 716007,  Location: ROCHELLE S 2ND ST (Lat: 41.919300,  Lng: -89.061950),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Temporarily open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 175 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 75 (year 2040),  Design Load: HS 20,  Features Intersected: KYTE CREEK,  Facility Carried by Structure: SO SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Very good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 716008,  Location: CARON RD ROCHELLE (Lat: 41.922628,  Lng: -89.054361),  Route carried "on" structure: Other road ,  Year Built: 1977,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,300 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,300 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH OF KYTE CREEK,  Facility Carried by Structure: CARON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.044,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 716009,  Location: ROCHELLE 1ST. AVE. (Lat: 41.919600,  Lng: -89.059003),  Route carried "on" structure: Other road ,  Year Built: 1978,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 1,550 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 3,400 (year 2040),  Design Load: HS 20,  Features Intersected: KYTE CREEK,  Facility Carried by Structure: FIRST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 13.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 71601,  Location: IN ROCHELLE (Lat: 41.918406,  Lng: -89.064039),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 2,450 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: HS 20,  Features Intersected: KYTE CREEK,  Facility Carried by Structure: SOUTH MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 716011,  Location: SW SEC 20 T40N R2E (Lat: 41.924369,  Lng: -89.033886),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 2,200 (year 2017),  Truck Traffic: 30%,  Average Future Daily Traffic: 2,500 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR & RILEY DITCH,  Facility Carried by Structure: DEMENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

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

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Structure Number: 716013,  Location: EAST EDGE ROCHELLE (Lat: 41.919667,  Lng: -89.053031),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,150 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 3,400 (year 2040),  Design Load: HS 20,  Features Intersected: RYLEY DITCH,  Facility Carried by Structure: FIRST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.819,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft)

Condition: Channel: Very good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 716014,  Location: S SIDE OF ROCHELLE (Lat: 41.905297,  Lng: -89.074956),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,800 (year 2017),  Truck Traffic: 46%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HS 20,  Features Intersected: KYTE RIVER,  Facility Carried by Structure: INTERMODEL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.605,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 4300000,  Subroute: 35),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 716015,  Location: SW SIDE OF ROCHELLE (Lat: 41.905264,  Lng: -89.081183),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 900 (year 2017),  Truck Traffic: 50%,  Average Future Daily Traffic: 1,385 (year 2032),  Design Load: HS 20,  Features Intersected: FLAGG TRIB,  Facility Carried by Structure: INTERMODAL DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  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: Equal to 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 716016,  Location: City of Rochelle (Lat: 41.930339,  Lng: -89.059881),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 1,050 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,551 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Kyte Creek,  Facility Carried by Structure: School Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.2m (23.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 719913,  Location: .5 MI S ROCHELLE (Lat: 41.900311,  Lng: -89.068556),  Route carried "on" structure: Interstate 88,  Year Built: 1974,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 7,350 (year 2020),  Truck Traffic: 63%,  Average Future Daily Traffic: 10,600 (year 2040),  Design Load: HS 20,  Features Intersected: ILL 251
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.307,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 719914,  Location: .5 MI S ROCHELLE (Lat: 41.900308,  Lng: -89.068319),  Route carried "on" structure: Interstate 88,  Year Built: 1974,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 7,700 (year 2020),  Truck Traffic: 62%,  Average Future Daily Traffic: 13,600 (year 2040),  Design Load: HS 20,  Features Intersected: ILL 251
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.323,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 73.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 719915,  Location: .7 MI E OF ILL 251 (Lat: 41.900631,  Lng: -89.053781),  Route carried "on" structure: Other road ,  Year Built: 1974,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 1,000 (year 2017),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,100 (year 2040),  Design Load: HS 20,  Features Intersected: I-88 (E-W TOLLWAY),  Facility Carried by Structure: STEWARD RD (FAU545
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

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: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 719916,  Location: 1.2 MI E OF ILL 251 (Lat: 41.901900,  Lng: -89.044228),  Route carried "on" structure: Interstate 88,  Year Built: 1974,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 7,700 (year 2020),  Truck Traffic: 62%,  Average Future Daily Traffic: 13,600 (year 2040),  Design Load: HS 20,  Features Intersected: FAU5458,CARON&BN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 124.270,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.5 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 719917,  Location: 1.2 MI E OF ILL 251 (Lat: 41.901931,  Lng: -89.044019),  Route carried "on" structure: Interstate 88,  Year Built: 1974,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 7,700 (year 2020),  Truck Traffic: 62%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: HS 20,  Features Intersected: FAU5458,CARON&BN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 124.286,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.5 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 719918,  Location: 2 MI E ROCHELLE (Lat: 41.905181,  Lng: -88.999714),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 400 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 75 (year 2040),  Design Load: HS 20,  Features Intersected: I-88 (E-W TOLLWAY),  Facility Carried by Structure: TR 372 MULFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.362,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.7 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: 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: August 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 719919,  Location: 3 MI E OF ROCHELLE (Lat: 41.905361,  Lng: -88.980419),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 100 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 350 (year 2040),  Design Load: HS 20,  Features Intersected: I-88 (E-W TOLLWAY),  Facility Carried by Structure: TR 374 LOCUST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.625,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.9 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: Equal to 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 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 719921,  Location: 1.2 MI W OF ILL 251 (Lat: 41.891803,  Lng: -89.089203),  Route carried "on" structure: Interstate 88,  Year Built: 1972,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 14,700 (year 2020),  Truck Traffic: 63%,  Average Future Daily Traffic: 19,400 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 120.392,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.0m (6.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2019

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Structure Number: 719922,  Location: .2 MI W OF ILL 251 (Lat: 41.899650,  Lng: -89.073786),  Route carried "on" structure: Interstate 88,  Year Built: 1972,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 14,700 (year 2020),  Truck Traffic: 63%,  Average Future Daily Traffic: 21,300 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.065,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.7m (5.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2019

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Structure Number: 719923,  Location: 0.2 MI W OF ILL 251 (Lat: 41.899364,  Lng: -89.073347),  Route carried "on" structure: Other road ,  Year Built: 1972,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 450 (year 2020),  Average Future Daily Traffic: 400 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: SW RAMP I-88 & IL2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 10088040,  Subroute: 70),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 39.6m (129.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.7m (5.6ft)

Condition: Channel: Very good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2019

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Structure Number: 529937,  Location: 3.5 MI E OF ASHTON (Lat: 41.875361,  Lng: -89.150950),  Route carried "under" structure: Interstate 88,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2020),  Truck Traffic: 62%,  Features Intersected: I-88,  Facility Carried by Structure: TR 220 BROOKLYN RD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 114.856,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 529938,  Location: 4 MI SW OF ROCHELLE (Lat: 41.881611,  Lng: -89.131389),  Route carried "under" structure: Interstate 88,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2020),  Truck Traffic: 62%,  Features Intersected: I-88,  Facility Carried by Structure: TR 222 THORPE RD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 116.626,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 529941,  Location: .5 MI SW OGLE CO LN (Lat: 41.886011,  Lng: -89.112361),  Route carried "under" structure: Interstate 88,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 12,600 (year 2020),  Truck Traffic: 62%,  Features Intersected: I-88,  Facility Carried by Structure: TR 232 BUSH GROVE
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 118.284,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 710057,  Location: 1 MI N OF IL 38 (Lat: 41.949300,  Lng: -89.024092),  Route carried "under" structure: Interstate 39,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 29,500 (year 2021),  Truck Traffic: 34%,  Features Intersected: I-39 & US 51,  Facility Carried by Structure: TWOMBLY RD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 162.684,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 710058,  Location: 2 MI E OF ROCHELLE (Lat: 41.934800,  Lng: -89.023922),  Route carried "under" structure: Interstate 39,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 29,500 (year 2021),  Truck Traffic: 34%,  Features Intersected: I-39 & US 51,  Facility Carried by Structure: ILL 38
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 161.075,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.2m (105.6ft)

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Structure Number: 710061,  Location: 1.5 MI E OF ROCHELLE (Lat: 41.920331,  Lng: -89.023764),  Route carried "under" structure: Interstate 39,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 29,600 (year 2021),  Truck Traffic: 36%,  Features Intersected: I-39 & US 51,  Facility Carried by Structure: CRESTON RD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 159.466,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.5m (106.6ft)

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Structure Number: 710062,  Location: 1 MI N OF LEE CO.LN. (Lat: 41.904950,  Lng: -89.021225),  Route carried "under" structure: Interstate 88,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 15,400 (year 2020),  Truck Traffic: 62%,  Features Intersected: I-88(E-W TOLLWAY),  Facility Carried by Structure: I-39 & US 51 SB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 126.250,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 710063,  Location: 1 MI N OF LEE CO.LN. (Lat: 41.904969,  Lng: -89.020819),  Route carried "under" structure: Interstate 88,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 18,100 (year 2020),  Truck Traffic: 32%,  Features Intersected: I-88(E-W TOLLWAY),  Facility Carried by Structure: I-39 & US 51 NB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 126.298,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 710064,  Location: 2 MI E OF ROCHELLE (Lat: 41.897972,  Lng: -89.016847),  Route carried "under" structure: Interstate 39,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 20,400 (year 2019),  Truck Traffic: 37%,  Features Intersected: I-39 & US 51,  Facility Carried by Structure: RITCHIE RD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 156.875,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 710066,  Location: IN ROCHELLE (Lat: 41.921600,  Lng: -89.068731),  Route carried "under" structure: State highway 38,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 1,850 (year 2021),  Truck Traffic: 9%,  Features Intersected: IL38,CNW&BN RR&1 AVE,  Facility Carried by Structure: IL 251
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 40.828,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 710066,  Location: IN ROCHELLE (Lat: 41.919500,  Lng: -89.068689),  Route carried "under" structure: Other road ,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 2,300 (year 2017),  Truck Traffic: 9%,  Features Intersected: IL38,CNW&BN RR&1 AVE,  Facility Carried by Structure: IL 251
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 713333,  Location: 1.2MI E OF IL251 (Lat: 41.898117,  Lng: -89.042164),  Route carried "under" structure: Other road ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2017),  Truck Traffic: 29%,  Features Intersected: BNSF RAILROAD,  Facility Carried by Structure: STEWARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.973,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 719913,  Location: .5 MI S ROCHELLE (Lat: 41.900175,  Lng: -89.068319),  Route carried "under" structure: State highway 251,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 6,850 (year 2021),  Truck Traffic: 42%,  Features Intersected: ILL 251,  Facility Carried by Structure: I-88 EB E-W TOLLW
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 147.203,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 719914,  Location: .5 MI S ROCHELLE (Lat: 41.900419,  Lng: -89.068328),  Route carried "under" structure: State highway 251,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 5,100 (year 2021),  Truck Traffic: 16%,  Features Intersected: ILL 251,  Facility Carried by Structure: I-88 WB E-W TOLLWA
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 147.235,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 719915,  Location: .7 MI E OF ILL 251 (Lat: 41.900631,  Lng: -89.053781),  Route carried "under" structure: Interstate 88,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 15,400 (year 2020),  Truck Traffic: 62%,  Features Intersected: I-88 (E-W TOLLWAY),  Facility Carried by Structure: STEWARD RD (FAU545
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 123.530,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 719916,  Location: 1.2 MI E OF ILL 251 (Lat: 41.901931,  Lng: -89.044019),  Route carried "under" structure: Other road ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2017),  Truck Traffic: 29%,  Features Intersected: FAU5458,CARON&BN RR,  Facility Carried by Structure: I-88 EB E-W TOLLWA
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 4.522,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 719917,  Location: 1.2 MI E OF ILL 251 (Lat: 41.902039,  Lng: -89.044078),  Route carried "under" structure: Other road ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2017),  Truck Traffic: 29%,  Features Intersected: FAU5458,CARON&BN RR,  Facility Carried by Structure: I-88 WB E-W TOLLWA
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 719918,  Location: 2 MI E ROCHELLE (Lat: 41.905181,  Lng: -88.999714),  Route carried "under" structure: Interstate 88,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 18,100 (year 2020),  Truck Traffic: 32%,  Features Intersected: I-88 (E-W TOLLWAY),  Facility Carried by Structure: TR 372 MULFORD RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 128.068,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 719919,  Location: 3 MI E OF ROCHELLE (Lat: 41.905361,  Lng: -88.980419),  Route carried "under" structure: Interstate 88,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 18,100 (year 2020),  Truck Traffic: 32%,  Features Intersected: I-88 (E-W TOLLWAY),  Facility Carried by Structure: TR 374 LOCUST RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 129.661,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)