Bridge Statistics for Ohio, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 52ft / 16mTotal length
- 3,625Total average daily traffic
- 926Total average daily truck traffic
- 4,144Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ohio
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21960-1969
- 11970-1979
- 31980-1989
- 61990-1999
- 22000-2009
- Bridge Condition - Deck
- 9.1%Very good
- 9.1%Good
- 63.6%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 9.1%Very good
- 9.1%Good
- 63.6%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 54.5%Very good
- 9.1%Good
- 9.1%Satisfactory
- 18.2%Fair
- 9.1%Serious
- Bridge Condition - Channel
- 46.7%Very good
- 26.7%Good
- 26.7%Satisfactory
- Bridge Condition - Culverts
- 25.0%Very good
- 75.0%Good
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Structure Number: 62016, Location: 2 MI. W. OF IL 26 (Lat: 41.553614, Lng: -89.497592), Route carried "on" structure: State highway 92, Year Built: 1999, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 1,600 (year 2017), Truck Traffic: 23%, Average Future Daily Traffic: 1,476 (year 2032), Design Load: HS 20, Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.274, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2017
Structure Number: 62016, Location: 2 MI. W. OF IL 26 (Lat: 41.553614, Lng: -89.497592), Route carried "on" structure: State highway 92, Year Built: 1999, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 1,600 (year 2017), Truck Traffic: 23%, Average Future Daily Traffic: 1,476 (year 2032), Design Load: HS 20, Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.274, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2017
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Structure Number: 63181, Location: 6.0 MI WEST LAMOILLE (Lat: 41.524075, Lng: -89.409900), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 137 (year 2032), Design Load: HS 15, Features Intersected: MASTERS CREEK, Facility Carried by Structure: TOWNSHIP ROAD 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 63181, Location: 6.0 MI WEST LAMOILLE (Lat: 41.524075, Lng: -89.409900), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 137 (year 2032), Design Load: HS 15, Features Intersected: MASTERS CREEK, Facility Carried by Structure: TOWNSHIP ROAD 74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 64272, Location: 3 MI SE OF OHIO (Lat: 41.509467, Lng: -89.412878), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 25 (year 2010), Average Future Daily Traffic: 27 (year 2032), Features Intersected: MASTERS CREEK, Facility Carried by Structure: TR 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 0.8m (2.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2017, Other Special Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 64272, Location: 3 MI SE OF OHIO (Lat: 41.509467, Lng: -89.412878), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 25 (year 2010), Average Future Daily Traffic: 27 (year 2032), Features Intersected: MASTERS CREEK, Facility Carried by Structure: TR 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 0.8m (2.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2017, Other Special Inspection Date: June 2017, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 64275, Location: 4 MI S OF OHIO (Lat: 41.494889, Lng: -89.456906), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 2003, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 2010), Average Future Daily Traffic: 27 (year 2032), Features Intersected: LIME CREEK, Facility Carried by Structure: TR 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: December 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 64275, Location: 4 MI S OF OHIO (Lat: 41.494889, Lng: -89.456906), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 2003, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 2010), Average Future Daily Traffic: 27 (year 2032), Features Intersected: LIME CREEK, Facility Carried by Structure: TR 97
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: December 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 64281, Location: 2 MI SE OF OHIO (Lat: 41.537314, Lng: -89.413078), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.18m (0.59ft), Average Daily Traffic: 75 (year 2007), Average Future Daily Traffic: 82 (year 2032), Design Load: HS 20, Features Intersected: MASTERS CREEK, Facility Carried by Structure: TR 290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.214, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 82.0m (269.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present 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 24 months, Inspection Date: December 2017, Deck Structure Type: Concrete Precast Panels
Structure Number: 64281, Location: 2 MI SE OF OHIO (Lat: 41.537314, Lng: -89.413078), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.18m (0.59ft), Average Daily Traffic: 75 (year 2007), Average Future Daily Traffic: 82 (year 2032), Design Load: HS 20, Features Intersected: MASTERS CREEK, Facility Carried by Structure: TR 290
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.214, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 82.0m (269.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present 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 24 months, Inspection Date: December 2017, Deck Structure Type: Concrete Precast Panels
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Structure Number: 64282, Location: 0.5 MI. E. KASBEER (Lat: 41.503875, Lng: -89.454769), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 55 (year 2032), Design Load: HS 20, Features Intersected: LIME CREEK, Facility Carried by Structure: TR 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, 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: December 2015
Structure Number: 64282, Location: 0.5 MI. E. KASBEER (Lat: 41.503875, Lng: -89.454769), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 55 (year 2032), Design Load: HS 20, Features Intersected: LIME CREEK, Facility Carried by Structure: TR 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, 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: December 2015
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Structure Number: 64283, Location: 1/2 MI SE OF KASBEER (Lat: 41.497483, Lng: -89.451839), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 55 (year 2032), Design Load: HS 20, Features Intersected: LIME CREEK, Facility Carried by Structure: TR 264
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), 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: 14.8m (48.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: 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: December 2015, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 64283, Location: 1/2 MI SE OF KASBEER (Lat: 41.497483, Lng: -89.451839), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 55 (year 2032), Design Load: HS 20, Features Intersected: LIME CREEK, Facility Carried by Structure: TR 264
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), 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: 14.8m (48.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: 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: December 2015, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 64408, Location: 2 MI NW OF VAN ORIN (Lat: 41.566950, Lng: -89.394300), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 55 (year 2032), Design Load: HS 20, Features Intersected: TRIB. MASTERS CREEK, Facility Carried by Structure: TR 306 - 2400E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2015
Structure Number: 64408, Location: 2 MI NW OF VAN ORIN (Lat: 41.566950, Lng: -89.394300), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 55 (year 2032), Design Load: HS 20, Features Intersected: TRIB. MASTERS CREEK, Facility Carried by Structure: TR 306 - 2400E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2015
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Structure Number: 52202, Location: 1.3 MI N BUREAU CO (Lat: 41.603686, Lng: -89.458392), Route carried "on" structure: State highway 26, Year Built: 1994, Status: Open, Structure Length: 0.11m (0.36ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 37%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: GREEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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 2014, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52202, Location: 1.3 MI N BUREAU CO (Lat: 41.603686, Lng: -89.458392), Route carried "on" structure: State highway 26, Year Built: 1994, Status: Open, Structure Length: 0.11m (0.36ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 37%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20+Mod, Features Intersected: GREEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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 2014, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 524216, Location: 2.0 MI W OF ILL 26 (Lat: 41.599394, Lng: -89.494153), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: TRIB GREEN RIVER, Facility Carried by Structure: EASY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.412, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 0.8m (2.6ft), Out-to-Out Width: 0.8m (2.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: 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 2017, Deck Structure Type: Concrete Precast Panels
Structure Number: 524216, Location: 2.0 MI W OF ILL 26 (Lat: 41.599394, Lng: -89.494153), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: TRIB GREEN RIVER, Facility Carried by Structure: EASY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.412, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 0.8m (2.6ft), Out-to-Out Width: 0.8m (2.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: 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 2017, Deck Structure Type: Concrete Precast Panels
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Structure Number: 524217, Location: 1.5 M N BUREAU CO LN (Lat: 41.607750, Lng: -89.477703), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: GREEN RIV TRIB, Facility Carried by Structure: ROGERS RD - TR 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.309, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to 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 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Precast Panels
Structure Number: 524217, Location: 1.5 M N BUREAU CO LN (Lat: 41.607750, Lng: -89.477703), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: GREEN RIV TRIB, Facility Carried by Structure: ROGERS RD - TR 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.309, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to 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 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Precast Panels
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Structure Number: 524222, Location: 1.1 M N OF BUREAU CL (Lat: 41.601117, Lng: -89.496875), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF GREEN RIVER, Facility Carried by Structure: PUMP FACTORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.486, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 2017, Deck Structure Type: Concrete Precast Panels
Structure Number: 524222, Location: 1.1 M N OF BUREAU CL (Lat: 41.601117, Lng: -89.496875), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF GREEN RIVER, Facility Carried by Structure: PUMP FACTORY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.486, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 2017, Deck Structure Type: Concrete Precast Panels
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Structure Number: 524223, Location: 2 MI N BUREAU CO LN (Lat: 41.613917, Lng: -89.496897), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: GREEN RIVER TRIB., Facility Carried by Structure: PUMP FACTORY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.054, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Precast Panels
Structure Number: 524223, Location: 2 MI N BUREAU CO LN (Lat: 41.613917, Lng: -89.496897), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: GREEN RIVER TRIB., Facility Carried by Structure: PUMP FACTORY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.054, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Precast Panels
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Structure Number: 524225, Location: 1.3 MI N BUREAU CO (Lat: 41.602294, Lng: -89.439114), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: BRANCH GREEN RIVER, Facility Carried by Structure: SHEEHAN ROAD (TR 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), 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: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 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 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Precast Panels
Structure Number: 524225, Location: 1.3 MI N BUREAU CO (Lat: 41.602294, Lng: -89.439114), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: BRANCH GREEN RIVER, Facility Carried by Structure: SHEEHAN ROAD (TR 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), 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: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 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 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Precast Panels
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Structure Number: 524226, Location: 850E 0020N (Lat: 41.587767, Lng: -89.468058), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: BR. OF BASS DITCH, Facility Carried by Structure: PEORIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), 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: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 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 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Precast Panels
Structure Number: 524226, Location: 850E 0020N (Lat: 41.587767, Lng: -89.468058), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: BR. OF BASS DITCH, Facility Carried by Structure: PEORIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), 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: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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 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 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Precast Panels
