Bridge Statistics for Springerton, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 108ft / 33.1mTotal length
- 4,345Total average daily traffic
- 976Total average daily truck traffic
- 6,465Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Springerton
- No street view available for this location
- New bridges - historical statistics
- 21980-1989
- 11990-1999
- 42000-2009
- 42010-2019
- Bridge Condition - Deck
- 72.7%Very good
- 9.1%Good
- 18.2%Fair
- Bridge Condition - Superstructure
- 81.8%Very good
- 18.2%Fair
- Bridge Condition - Substructure
- 81.8%Very good
- 18.2%Good
- Bridge Condition - Channel
- 9.1%Excellent
- 81.8%Very good
- 9.1%Good
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Structure Number: 333238, Location: 0.25 MI NE BUNGAY (Lat: 38.179453, Lng: -88.404089), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 325 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 300 (year 2032), Design Load: HS 20, Features Intersected: RADAR'S BRANCH, Facility Carried by Structure: FAS-882 (CH-10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.307, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very 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: Equal to present desirable 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: Febuary 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333238, Location: 0.25 MI NE BUNGAY (Lat: 38.179453, Lng: -88.404089), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 325 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 300 (year 2032), Design Load: HS 20, Features Intersected: RADAR'S BRANCH, Facility Carried by Structure: FAS-882 (CH-10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.307, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very 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: Equal to present desirable 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: Febuary 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333246, Location: 1.5 MI S BUNGAY (Lat: 38.155092, Lng: -88.408803), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: BEVER CREEK, Facility Carried by Structure: CH-1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, 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: 11.4m (37.4ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 333246, Location: 1.5 MI S BUNGAY (Lat: 38.155092, Lng: -88.408803), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: BEVER CREEK, Facility Carried by Structure: CH-1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, 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: 11.4m (37.4ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 333276, Location: 3 MI SE BUNGAY (Lat: 38.143169, Lng: -88.380050), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: TRIB BEAVER CR, Facility Carried by Structure: TR 0135
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 18.3m (60.0ft), 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 333276, Location: 3 MI SE BUNGAY (Lat: 38.143169, Lng: -88.380050), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: TRIB BEAVER CR, Facility Carried by Structure: TR 0135
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 18.3m (60.0ft), 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 333295, Location: 0.75 MI N BUNGAY (Lat: 38.190147, Lng: -88.408419), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: RADER'S BRANCH DRAIN, Facility Carried by Structure: TR 454
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 12.2m (40.0ft), 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 333295, Location: 0.75 MI N BUNGAY (Lat: 38.190147, Lng: -88.408419), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: RADER'S BRANCH DRAIN, Facility Carried by Structure: TR 454
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 12.2m (40.0ft), 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 333313, Location: 2 MI N BUNGAY (Lat: 38.204903, Lng: -88.408381), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.17m (7.12ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 10 (year 2032), Design Load: HS 25 or greater, Features Intersected: SOUTHERN OUTLET DR, Facility Carried by Structure: TR 454 - 1600E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), 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: 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 Precast Panels
Structure Number: 333313, Location: 2 MI N BUNGAY (Lat: 38.204903, Lng: -88.408381), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 2.17m (7.12ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 10 (year 2032), Design Load: HS 25 or greater, Features Intersected: SOUTHERN OUTLET DR, Facility Carried by Structure: TR 454 - 1600E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), 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: 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 Precast Panels
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Structure Number: 333323, Location: 1.5MI N Bungay (Lat: 38.205250, Lng: -88.389614), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 25 or greater, Features Intersected: South Outlet Drain, Facility Carried by Structure: TR-486
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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: 1, Length of Maximum Span: 25.5m (83.7ft), 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: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: March 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 333323, Location: 1.5MI N Bungay (Lat: 38.205250, Lng: -88.389614), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 25 or greater, Features Intersected: South Outlet Drain, Facility Carried by Structure: TR-486
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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: 1, Length of Maximum Span: 25.5m (83.7ft), 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: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: March 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 970075, Location: 1 MI S SPRINGERTN RD (Lat: 38.165983, Lng: -88.340875), Route carried "on" structure: US 45, Year Built: 2012, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 1,900 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 2,355 (year 2032), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 156.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 59.0 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: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 970075, Location: 1 MI S SPRINGERTN RD (Lat: 38.165983, Lng: -88.340875), Route carried "on" structure: US 45, Year Built: 2012, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 1,900 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 2,355 (year 2032), Design Load: HS 25 or greater, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 156.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 59.0 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: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 970076, Location: 2.5 M S. MILL SHOALS (Lat: 38.204981, Lng: -88.351122), Route carried "on" structure: US 45, Year Built: 2012, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,850 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 3,400 (year 2036), Design Load: HS 25 or greater, Features Intersected: SOUTHERN OUTLET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.542, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 970076, Location: 2.5 M S. MILL SHOALS (Lat: 38.204981, Lng: -88.351122), Route carried "on" structure: US 45, Year Built: 2012, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,850 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 3,400 (year 2036), Design Load: HS 25 or greater, Features Intersected: SOUTHERN OUTLET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.542, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: November 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 973186, Location: 2 MI E SPRINGERTON (Lat: 38.183733, Lng: -88.314614), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 9.29m (30.48ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: SKILLET FORK, Facility Carried by Structure: FAS 882
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.343, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 973186, Location: 2 MI E SPRINGERTON (Lat: 38.183733, Lng: -88.314614), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 9.29m (30.48ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: SKILLET FORK, Facility Carried by Structure: FAS 882
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.343, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 973259, Location: 2 MI N SPRINGERTON (Lat: 38.204794, Lng: -88.366883), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: SOUTHERN OUTLET, Facility Carried by Structure: TR-18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.377, 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: 30.2m (99.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: 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 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 973259, Location: 2 MI N SPRINGERTON (Lat: 38.204794, Lng: -88.366883), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: SOUTHERN OUTLET, Facility Carried by Structure: TR-18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.377, 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: 30.2m (99.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
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: 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 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 973264, Location: 2.25 MI SE SPRINGRTN (Lat: 38.160939, Lng: -88.311267), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: LOST CREEK, Facility Carried by Structure: TR-107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 973264, Location: 2.25 MI SE SPRINGRTN (Lat: 38.160939, Lng: -88.311267), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: LOST CREEK, Facility Carried by Structure: TR-107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Precast Panels