Bridge Statistics for Coal City, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 177ft / 53.7mTotal length
- $394,000Total costs
- 14,125Total average daily traffic
- 838Total average daily truck traffic
- 19,325Total future (year 2015) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Coal City
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 71980-1989
- 11990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 15.4%Very good
- 23.1%Good
- 30.8%Satisfactory
- 7.7%Fair
- 15.4%Poor
- 7.7%Serious
- Bridge Condition - Superstructure
- 23.1%Very good
- 38.5%Good
- 7.7%Satisfactory
- 7.7%Fair
- 7.7%Poor
- 15.4%Serious
- Bridge Condition - Substructure
- 46.2%Very good
- 30.8%Good
- 7.7%Satisfactory
- 7.7%Fair
- 7.7%Critical
- Bridge Condition - Channel
- 50.0%Very good
- 35.7%Good
- 14.3%Satisfactory
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Structure Number: 320098, Location: 3.12 M E. OF ILL 47 (Lat: 41.286211, Lng: -88.360422), Route carried "on" structure: State highway 113, Year Built: 2000, Status: Open, Structure Length: 7.75m (25.43ft), Average Daily Traffic: 4,550 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,804 (year 2032), Design Load: HS 20, Features Intersected: MAZON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.021, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 320098, Location: 3.12 M E. OF ILL 47 (Lat: 41.286211, Lng: -88.360422), Route carried "on" structure: State highway 113, Year Built: 2000, Status: Open, Structure Length: 7.75m (25.43ft), Average Daily Traffic: 4,550 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,804 (year 2032), Design Load: HS 20, Features Intersected: MAZON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.021, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 322007, Location: 2.81 M. E. OF IL 47 (Lat: 41.286094, Lng: -88.366319), Route carried "on" structure: State highway 113, Year Built: 2003, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 4,550 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,804 (year 2032), Design Load: HS 20, Features Intersected: BR OF MAZON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.522, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: 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: 53.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 322007, Location: 2.81 M. E. OF IL 47 (Lat: 41.286094, Lng: -88.366319), Route carried "on" structure: State highway 113, Year Built: 2003, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 4,550 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,804 (year 2032), Design Load: HS 20, Features Intersected: BR OF MAZON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.522, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: 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: 53.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 323155, Location: 0.5 Mi N Coal City (Lat: 41.302778, Lng: -88.266508), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,390 (year 2032), Design Load: HS 20, Features Intersected: Claypool Drain Ditch, Facility Carried by Structure: FAS-288 (CH-18)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.812, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: October 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 323155, Location: 0.5 Mi N Coal City (Lat: 41.302778, Lng: -88.266508), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,390 (year 2032), Design Load: HS 20, Features Intersected: Claypool Drain Ditch, Facility Carried by Structure: FAS-288 (CH-18)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.812, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: October 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 324356, Location: 0.01 MI S OXBOW RD (Lat: 41.311183, Lng: -88.362653), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 370 (year 2032), Design Load: HS 20, Features Intersected: MAZON RIVER, Facility Carried by Structure: WHITETIE RD TR 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: 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 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 324356, Location: 0.01 MI S OXBOW RD (Lat: 41.311183, Lng: -88.362653), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 370 (year 2032), Design Load: HS 20, Features Intersected: MAZON RIVER, Facility Carried by Structure: WHITETIE RD TR 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: 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 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 324361, Location: 3.3MI CBN HL TR91A (Lat: 41.292481, Lng: -88.366675), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 7.82m (25.66ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 256 (year 2032), Design Load: HS 20, Features Intersected: MAZON RIVER, Facility Carried by Structure: MCARDLE RD-TR91A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: 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: 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: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 324361, Location: 3.3MI CBN HL TR91A (Lat: 41.292481, Lng: -88.366675), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 7.82m (25.66ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 256 (year 2032), Design Load: HS 20, Features Intersected: MAZON RIVER, Facility Carried by Structure: MCARDLE RD-TR91A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: 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: 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: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 324506, Location: 0.50 MI.E. GORMAN RD (Lat: 41.308625, Lng: -88.333367), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 370 (year 2032), Design Load: HS 20, Features Intersected: CLAYPOOL DITCH, Facility Carried by Structure: TR 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 324506, Location: 0.50 MI.E. GORMAN RD (Lat: 41.308625, Lng: -88.333367), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 370 (year 2032), Design Load: HS 20, Features Intersected: CLAYPOOL DITCH, Facility Carried by Structure: TR 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 324661, Location: 0.5 MI N MC ARDLE RD (Lat: 41.302111, Lng: -88.285775), Route carried "on" structure: City street , Year Built: 1982, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,650 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,561 (year 2032), Design Load: HS 20, Features Intersected: CLAYPOOL DRAIN DITCH, Facility Carried by Structure: BROADWAY ST N/MS60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Good, Channel: Very good, Operating Rating: 48.0 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 324661, Location: 0.5 MI N MC ARDLE RD (Lat: 41.302111, Lng: -88.285775), Route carried "on" structure: City street , Year Built: 1982, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,650 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,561 (year 2032), Design Load: HS 20, Features Intersected: CLAYPOOL DRAIN DITCH, Facility Carried by Structure: BROADWAY ST N/MS60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Good, Channel: Very good, Operating Rating: 48.0 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 324666, Location: .35 MI E GUGTOWN RD (Lat: 41.294331, Lng: -88.316697), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 569 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CLAYPOOL D D, Facility Carried by Structure: TR 91A MCARDLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.600, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: 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: October 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 324666, Location: .35 MI E GUGTOWN RD (Lat: 41.294331, Lng: -88.316697), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 375 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 569 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CLAYPOOL D D, Facility Carried by Structure: TR 91A MCARDLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.600, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: 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: October 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32467, Location: .05 MI W WILL RD (Lat: 41.295844, Lng: -88.247783), Route carried "on" structure: City street , Year Built: 1916, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 114 (year 2032), Features Intersected: CLAYPOOL DR DITCH, Facility Carried by Structure: TR-91B VALERIO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Critical, Channel: Satisfactory, Operating Rating: 9.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 5.5 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 replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32467, Location: .05 MI W WILL RD (Lat: 41.295844, Lng: -88.247783), Route carried "on" structure: City street , Year Built: 1916, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 114 (year 2032), Features Intersected: CLAYPOOL DR DITCH, Facility Carried by Structure: TR-91B VALERIO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Critical, Channel: Satisfactory, Operating Rating: 9.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 5.5 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 replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 324956, Location: .33 MI S ILL RT 113 (Lat: 41.281264, Lng: -88.366961), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 85 (year 2032), Design Load: HS 20, Features Intersected: JOHNNY RUN CREEK, Facility Carried by Structure: TR 140 CAMPBELL RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 324956, Location: .33 MI S ILL RT 113 (Lat: 41.281264, Lng: -88.366961), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 85 (year 2032), Design Load: HS 20, Features Intersected: JOHNNY RUN CREEK, Facility Carried by Structure: TR 140 CAMPBELL RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 3251, Location: .3 MI E CAMPBELL RD (Lat: 41.272167, Lng: -88.360689), Route carried "on" structure: County highway , Year Built: 1910, Year Reconstructed: 2015, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 125 (year 2015), Design Load: HS 25 or greater, Features Intersected: MAZON RIVER, Facility Carried by Structure: TR-105 (Spring Rd)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.159, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $15,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 3251, Location: .3 MI E CAMPBELL RD (Lat: 41.272167, Lng: -88.360689), Route carried "on" structure: County highway , Year Built: 1910, Year Reconstructed: 2015, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 125 (year 2015), Design Load: HS 25 or greater, Features Intersected: MAZON RIVER, Facility Carried by Structure: TR-105 (Spring Rd)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.159, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $15,000, Total Project Cost: $230,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 325106, Location: 0.32 MI E JUGTOWN RD (Lat: 41.272736, Lng: -88.317247), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CLAYPOOL D D, Facility Carried by Structure: TR 105 SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.844, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 325106, Location: 0.32 MI E JUGTOWN RD (Lat: 41.272736, Lng: -88.317247), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CLAYPOOL D D, Facility Carried by Structure: TR 105 SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.844, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 325111, Location: .33 MI W GORMAN RD (Lat: 41.257583, Lng: -88.348581), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 313 (year 2032), Design Load: HS 20, Features Intersected: MAZON RIVER, Facility Carried by Structure: REED ROAD TR-107B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.922, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: October 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 325111, Location: .33 MI W GORMAN RD (Lat: 41.257583, Lng: -88.348581), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 275 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 313 (year 2032), Design Load: HS 20, Features Intersected: MAZON RIVER, Facility Carried by Structure: REED ROAD TR-107B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.922, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: October 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 99475, Location: 0.7 MI NO IL 113 (Lat: 41.295622, Lng: -88.247206), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 325 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 536 (year 2032), Design Load: HS 20, Features Intersected: CLAYPOOL DRAIN DITCH, Facility Carried by Structure: TR-10 WILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 99475, Location: 0.7 MI NO IL 113 (Lat: 41.295622, Lng: -88.247206), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 325 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 536 (year 2032), Design Load: HS 20, Features Intersected: CLAYPOOL DRAIN DITCH, Facility Carried by Structure: TR-10 WILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels