Bridge Statistics for Bloomington, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 121Number of bridges
- 1,142ft / 348mTotal length
- $8,392,000Total costs
- 965,150Total average daily traffic
- 224,967Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bloomington
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 41900-1909
- 21920-1929
- 21930-1939
- 81940-1949
- 381960-1969
- 81970-1979
- 171980-1989
- 181990-1999
- 112000-2009
- 122010-2019
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 51980-1989
- 121990-1999
- 32000-2009
- Bridge Condition - Deck
- 1.4%Excellent
- 4.3%Very good
- 56.5%Good
- 27.5%Satisfactory
- 7.2%Fair
- 1.4%Poor
- 1.4%Serious
- Bridge Condition - Superstructure
- 1.4%Excellent
- 10.1%Very good
- 59.4%Good
- 23.2%Satisfactory
- 4.3%Fair
- 1.4%Poor
- Bridge Condition - Substructure
- 27.5%Very good
- 53.6%Good
- 10.1%Satisfactory
- 8.7%Fair
- Bridge Condition - Channel
- 30.3%Very good
- 43.9%Good
- 21.2%Satisfactory
- 3.0%Fair
- 1.5%Poor
- Bridge Condition - Culverts
- 22.2%Very good
- 48.1%Good
- 14.8%Satisfactory
- 11.1%Fair
- 3.7%Poor
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Structure Number: 576323, Location: 0.5 MI ESE 74 & 150 (Lat: 40.480556, Lng: -89.018575), Route carried "on" structure: City street , Year Built: 1925, Year Reconstructed: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 3,798 (year 2032), Features Intersected: BNSD OUTFALL SEWER, Facility Carried by Structure: CAROLINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 576323, Location: 0.5 MI ESE 74 & 150 (Lat: 40.480556, Lng: -89.018575), Route carried "on" structure: City street , Year Built: 1925, Year Reconstructed: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 3,798 (year 2032), Features Intersected: BNSD OUTFALL SEWER, Facility Carried by Structure: CAROLINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 576324, Location: 1.2 MI SE 74 & 150 (Lat: 40.473372, Lng: -89.011686), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,681 (year 2032), Design Load: HS 20, Features Intersected: SOUTHERN PACIFIC RR, Facility Carried by Structure: FAU6363 OAKLAND AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Meets minimum limits, Underclear: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 576324, Location: 1.2 MI SE 74 & 150 (Lat: 40.473372, Lng: -89.011686), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,681 (year 2032), Design Load: HS 20, Features Intersected: SOUTHERN PACIFIC RR, Facility Carried by Structure: FAU6363 OAKLAND AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Meets minimum limits, Underclear: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 576327, Location: 0.6 MI SE 150 & 55 (Lat: 40.452506, Lng: -88.948639), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 4.49m (14.73ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,133 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE KICKAPOO CR, Facility Carried by Structure: HAMILTON RD FAU 63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.711, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior 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: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 576327, Location: 0.6 MI SE 150 & 55 (Lat: 40.452506, Lng: -88.948639), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 4.49m (14.73ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,133 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE KICKAPOO CR, Facility Carried by Structure: HAMILTON RD FAU 63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.711, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior 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: January 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 576328, Location: 0.6 MI N 74 & 55 (Lat: 40.452081, Lng: -88.958114), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,803 (year 2032), Design Load: HS 20, Features Intersected: LITTLE KICKAPOO CR, Facility Carried by Structure: BEICH RD FAU 6371
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.906, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
Structure Number: 576328, Location: 0.6 MI N 74 & 55 (Lat: 40.452081, Lng: -88.958114), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,803 (year 2032), Design Load: HS 20, Features Intersected: LITTLE KICKAPOO CR, Facility Carried by Structure: BEICH RD FAU 6371
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.906, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
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Structure Number: 576329, Location: 1.0 MI E. 150 & 55 (Lat: 40.458925, Lng: -88.947817), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,808 (year 2032), Design Load: HS 20, Features Intersected: 100YR FLOOD PLANE, Facility Carried by Structure: FAU6370 IRELANDGRO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 576329, Location: 1.0 MI E. 150 & 55 (Lat: 40.458925, Lng: -88.947817), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 3,800 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,808 (year 2032), Design Load: HS 20, Features Intersected: 100YR FLOOD PLANE, Facility Carried by Structure: FAU6370 IRELANDGRO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 57633, Location: 1.7 MI NE 9 & 55 (Lat: 40.501361, Lng: -88.924186), Route carried "on" structure: Other road , Year Built: 1964, Year Reconstructed: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,650 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,311 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: AIRPORT RD. FAU 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.037, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 57633, Location: 1.7 MI NE 9 & 55 (Lat: 40.501361, Lng: -88.924186), Route carried "on" structure: Other road , Year Built: 1964, Year Reconstructed: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,650 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,311 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: AIRPORT RD. FAU 64
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.037, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 576331, Location: 1.5 MI NE 9 & 55 (Lat: 40.502708, Lng: -88.929906), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,088 (year 2032), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK, Facility Carried by Structure: FAU 6354
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Channel: Good, 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, Deck Geometry: Superior 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: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 576331, Location: 1.5 MI NE 9 & 55 (Lat: 40.502708, Lng: -88.929906), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,088 (year 2032), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK, Facility Carried by Structure: FAU 6354
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Channel: Good, 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, Deck Geometry: Superior 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: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 576332, Location: 0.6 MI NE 150 & 51 (Lat: 40.494114, Lng: -88.985181), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 1,450 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,016 (year 2032), Design Load: HS 20+Mod, Features Intersected: SUGER CREEK, Facility Carried by Structure: CLINTON ST FAU 640
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 23.5m (77.1ft)
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: Superior 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: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 576332, Location: 0.6 MI NE 150 & 51 (Lat: 40.494114, Lng: -88.985181), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 1,450 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,016 (year 2032), Design Load: HS 20+Mod, Features Intersected: SUGER CREEK, Facility Carried by Structure: CLINTON ST FAU 640
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 23.5m (77.1ft)
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: Superior 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: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 576333, Location: 1.0 MI S 55 & 9 (Lat: 40.465942, Lng: -88.921364), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,205 (year 2032), Design Load: HS 20, Features Intersected: BROOKRIDGE CREEK, Facility Carried by Structure: OAKLAND AVE FAU 63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.221, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: Febuary 2019
Structure Number: 576333, Location: 1.0 MI S 55 & 9 (Lat: 40.465942, Lng: -88.921364), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,205 (year 2032), Design Load: HS 20, Features Intersected: BROOKRIDGE CREEK, Facility Carried by Structure: OAKLAND AVE FAU 63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.221, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: Febuary 2019
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Structure Number: 576334, Location: 1.2 MI NNE 55 & 9 (Lat: 40.502961, Lng: -88.938717), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 8,850 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 13,851 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEKMAIN BRA, Facility Carried by Structure: FAU 6416(HERSHEY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.428, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 25.4m (83.3ft)
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, 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: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 576334, Location: 1.2 MI NNE 55 & 9 (Lat: 40.502961, Lng: -88.938717), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 8,850 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 13,851 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEKMAIN BRA, Facility Carried by Structure: FAU 6416(HERSHEY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.428, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 25.4m (83.3ft)
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, 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: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 576335, Location: 0.5 MI SW 55 & 150 (Lat: 40.478969, Lng: -89.023828), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 4,750 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 7,596 (year 2032), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK, Facility Carried by Structure: WASHINGTONST.FAU63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 576335, Location: 0.5 MI SW 55 & 150 (Lat: 40.478969, Lng: -89.023828), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 4,750 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 7,596 (year 2032), Design Load: HS 20+Mod, Features Intersected: SUGAR CREEK, Facility Carried by Structure: WASHINGTONST.FAU63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 576336, Location: 0.5 MI NW 51 & 150 (Lat: 40.493169, Lng: -89.000311), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,378 (year 2032), Design Load: HS 20, Features Intersected: SOUTHERN PACIFIC RR, Facility Carried by Structure: FAU6358/EMERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.8m (84.6ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 576336, Location: 0.5 MI NW 51 & 150 (Lat: 40.493169, Lng: -89.000311), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,550 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,378 (year 2032), Design Load: HS 20, Features Intersected: SOUTHERN PACIFIC RR, Facility Carried by Structure: FAU6358/EMERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.8m (84.6ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 576337, Location: 0.06 S BUTCHERS LANE (Lat: 40.463442, Lng: -89.006150), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 5,450 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,042 (year 2032), Design Load: HS 20+Mod, Features Intersected: GOOSE CREEK, Facility Carried by Structure: FAU 6391
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: June 2019
Structure Number: 576337, Location: 0.06 S BUTCHERS LANE (Lat: 40.463442, Lng: -89.006150), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 5,450 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,042 (year 2032), Design Load: HS 20+Mod, Features Intersected: GOOSE CREEK, Facility Carried by Structure: FAU 6391
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: June 2019
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Structure Number: 576338, Location: 200 FT N OF KELSEY (Lat: 40.494711, Lng: -88.986728), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,731 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CR, Facility Carried by Structure: FELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 576338, Location: 200 FT N OF KELSEY (Lat: 40.494711, Lng: -88.986728), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,731 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CR, Facility Carried by Structure: FELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 576339, Location: 1200 FT N IREL GR RD (Lat: 40.462358, Lng: -88.933261), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 279 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE KICKAPOO CR, Facility Carried by Structure: STONEBROOK CT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019
Structure Number: 576339, Location: 1200 FT N IREL GR RD (Lat: 40.462358, Lng: -88.933261), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 279 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE KICKAPOO CR, Facility Carried by Structure: STONEBROOK CT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019
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Structure Number: 57781, Location: 0.7 MI NW 51 & 150 (Lat: 40.496481, Lng: -89.001081), Route carried "on" structure: Other road , Year Built: 1944, Year Reconstructed: 2001, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 2,650 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,356 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: ADELAIDE ST-FAU 63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.0 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $351,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 57781, Location: 0.7 MI NW 51 & 150 (Lat: 40.496481, Lng: -89.001081), Route carried "on" structure: Other road , Year Built: 1944, Year Reconstructed: 2001, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 2,650 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,356 (year 2032), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: ADELAIDE ST-FAU 63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.0 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $351,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 570008, Location: 1.9 MI S JCT ILL 9 (Lat: 40.458753, Lng: -89.026906), Route carried "under" structure: Other road , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 1,950 (year 2020), Truck Traffic: 7%, Features Intersected: SIX PTS RD/FAU 6369, Facility Carried by Structure: I-55/I-74 NB
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 2.591, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.3m (50.2ft)
Structure Number: 570008, Location: 1.9 MI S JCT ILL 9 (Lat: 40.458753, Lng: -89.026906), Route carried "under" structure: Other road , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 1,950 (year 2020), Truck Traffic: 7%, Features Intersected: SIX PTS RD/FAU 6369, Facility Carried by Structure: I-55/I-74 NB
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 2.591, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.3m (50.2ft)
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Structure Number: 570009, Location: 1.9 MI S JCT ILL 9 (Lat: 40.458750, Lng: -89.027447), Route carried "under" structure: Other road , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 1,950 (year 2020), Truck Traffic: 7%, Features Intersected: SIX PTS.RD/FAU 6369, Facility Carried by Structure: I-55/I-74 SB
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 2.543, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.3m (50.2ft)
Structure Number: 570009, Location: 1.9 MI S JCT ILL 9 (Lat: 40.458750, Lng: -89.027447), Route carried "under" structure: Other road , Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 1,950 (year 2020), Truck Traffic: 7%, Features Intersected: SIX PTS.RD/FAU 6369, Facility Carried by Structure: I-55/I-74 SB
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 2.543, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.3m (50.2ft)
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Structure Number: 570016, Location: 0.4 MI S ILL RT 9 (Lat: 40.479256, Lng: -89.028383), Route carried "under" structure: Other road , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 4,750 (year 2020), Truck Traffic: 11%, Features Intersected: WASH.ST/FAU 6360, Facility Carried by Structure: I-55/I-74 NB
Minimum Vertical Clearance: 7.52m (24.67ft), Kilometerpoint: 2.639, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.9m (68.6ft)
Structure Number: 570016, Location: 0.4 MI S ILL RT 9 (Lat: 40.479256, Lng: -89.028383), Route carried "under" structure: Other road , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 4,750 (year 2020), Truck Traffic: 11%, Features Intersected: WASH.ST/FAU 6360, Facility Carried by Structure: I-55/I-74 NB
Minimum Vertical Clearance: 7.52m (24.67ft), Kilometerpoint: 2.639, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.9m (68.6ft)
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Structure Number: 570017, Location: 0.4 MI S OF ILL RT 9 (Lat: 40.479367, Lng: -89.028669), Route carried "under" structure: Other road , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 4,750 (year 2020), Truck Traffic: 11%, Features Intersected: WASH.ST/FAU 6360, Facility Carried by Structure: I-55/I-74 SB
Minimum Vertical Clearance: 8.53m (27.99ft), Kilometerpoint: 2.607, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.9m (68.6ft)
Structure Number: 570017, Location: 0.4 MI S OF ILL RT 9 (Lat: 40.479367, Lng: -89.028669), Route carried "under" structure: Other road , Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 4,750 (year 2020), Truck Traffic: 11%, Features Intersected: WASH.ST/FAU 6360, Facility Carried by Structure: I-55/I-74 SB
Minimum Vertical Clearance: 8.53m (27.99ft), Kilometerpoint: 2.607, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.9m (68.6ft)
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Structure Number: 570047, Location: US 51 INTERCHANGE (Lat: 40.435906, Lng: -88.990806), Route carried "under" structure: US 51, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2021), Truck Traffic: 14%, Features Intersected: US 51/S.OF BLOOMNGTN, Facility Carried by Structure: I-74 EB
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 419.158, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.1m (46.3ft)
Structure Number: 570047, Location: US 51 INTERCHANGE (Lat: 40.435906, Lng: -88.990806), Route carried "under" structure: US 51, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2021), Truck Traffic: 14%, Features Intersected: US 51/S.OF BLOOMNGTN, Facility Carried by Structure: I-74 EB
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 419.158, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.1m (46.3ft)
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Structure Number: 570048, Location: US 51 INTERCHANGE (Lat: 40.436175, Lng: -88.990828), Route carried "under" structure: Business US 51, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 12,900 (year 2021), Truck Traffic: 8%, Features Intersected: US 51/S.OF BLOOMNGTN, Facility Carried by Structure: I-74 WB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 5.600, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.1m (46.3ft)
Structure Number: 570048, Location: US 51 INTERCHANGE (Lat: 40.436175, Lng: -88.990828), Route carried "under" structure: Business US 51, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 12,900 (year 2021), Truck Traffic: 8%, Features Intersected: US 51/S.OF BLOOMNGTN, Facility Carried by Structure: I-74 WB
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 5.600, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.1m (46.3ft)
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Structure Number: 570063, Location: JCT BUSN 55 & US 51 (Lat: 40.459119, Lng: -88.992989), Route carried "under" structure: Business US 51, Year Built: 1939, Structure Length: 0. m, Average Daily Traffic: 14,800 (year 2021), Truck Traffic: 6%, Features Intersected: US 51 AT BLOOMINGTON, Facility Carried by Structure: I-55 BUSN LOOP
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 8.175, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 570063, Location: JCT BUSN 55 & US 51 (Lat: 40.459119, Lng: -88.992989), Route carried "under" structure: Business US 51, Year Built: 1939, Structure Length: 0. m, Average Daily Traffic: 14,800 (year 2021), Truck Traffic: 6%, Features Intersected: US 51 AT BLOOMINGTON, Facility Carried by Structure: I-55 BUSN LOOP
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 8.175, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 570065, Location: 0.58 MI E OF US 51 (Lat: 40.459428, Lng: -88.981569), Route carried "under" structure: Other road , Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 10%, Features Intersected: BUNN STREET, Facility Carried by Structure: I-55 BUSN LOOP
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 1.625, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 9.5m (31.2ft)
Structure Number: 570065, Location: 0.58 MI E OF US 51 (Lat: 40.459428, Lng: -88.981569), Route carried "under" structure: Other road , Year Built: 1940, Structure Length: 0. m, Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 10%, Features Intersected: BUNN STREET, Facility Carried by Structure: I-55 BUSN LOOP
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 1.625, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 9.5m (31.2ft)
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Structure Number: 570088, Location: INTERCHANGE ILL 9 (Lat: 40.484842, Lng: -89.028367), Route carried "under" structure: Interstate 55, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 42,500 (year 2021), Truck Traffic: 34%, Features Intersected: I-55/I-74, Facility Carried by Structure: ILL 9
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 256.893, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft)
Structure Number: 570088, Location: INTERCHANGE ILL 9 (Lat: 40.484842, Lng: -89.028367), Route carried "under" structure: Interstate 55, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 42,500 (year 2021), Truck Traffic: 34%, Features Intersected: I-55/I-74, Facility Carried by Structure: ILL 9
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 256.893, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft)
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Structure Number: 570111, Location: 1.3 M S I-55 & IL 9 (Lat: 40.466456, Lng: -89.030908), Route carried "under" structure: Interstate 55, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 44,400 (year 2021), Truck Traffic: 33%, Features Intersected: I-55/I-74, Facility Carried by Structure: WEST OAKLAND CH RD
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 254.817, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 570111, Location: 1.3 M S I-55 & IL 9 (Lat: 40.466456, Lng: -89.030908), Route carried "under" structure: Interstate 55, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 44,400 (year 2021), Truck Traffic: 33%, Features Intersected: I-55/I-74, Facility Carried by Structure: WEST OAKLAND CH RD
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 254.817, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
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Structure Number: 570116, Location: 1 MILE E OF BUSN 55 (Lat: 40.436231, Lng: -89.005161), Route carried "under" structure: Interstate 74, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2021), Truck Traffic: 38%, Features Intersected: I-74/S.OF BLOOMNGTN, Facility Carried by Structure: TR 210
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 219.653, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 570116, Location: 1 MILE E OF BUSN 55 (Lat: 40.436231, Lng: -89.005161), Route carried "under" structure: Interstate 74, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2021), Truck Traffic: 38%, Features Intersected: I-74/S.OF BLOOMNGTN, Facility Carried by Structure: TR 210
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 219.653, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 570122, Location: 2.1 MI E OF US 51 (Lat: 40.426950, Lng: -88.953650), Route carried "under" structure: Interstate 74, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 18,300 (year 2021), Truck Traffic: 41%, Features Intersected: I-74/SE OF BLOOMNGTN
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 224.304, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.8m (94.5ft)
Structure Number: 570122, Location: 2.1 MI E OF US 51 (Lat: 40.426950, Lng: -88.953650), Route carried "under" structure: Interstate 74, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 18,300 (year 2021), Truck Traffic: 41%, Features Intersected: I-74/SE OF BLOOMNGTN
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 224.304, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.8m (94.5ft)
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Structure Number: 570161, Location: EAST OF SHIRLEY (Lat: 40.408186, Lng: -89.053917), Route carried "under" structure: Interstate 55, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 21,700 (year 2021), Truck Traffic: 35%, Features Intersected: I-55, Facility Carried by Structure: FAU 6434/CH 34
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 247.317, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 570161, Location: EAST OF SHIRLEY (Lat: 40.408186, Lng: -89.053917), Route carried "under" structure: Interstate 55, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 21,700 (year 2021), Truck Traffic: 35%, Features Intersected: I-55, Facility Carried by Structure: FAU 6434/CH 34
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 247.317, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 570231, Location: 2.5 MI. S I-55& IL 9 (Lat: 40.449653, Lng: -89.022306), Route carried "under" structure: Interstate 55, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 44,400 (year 2021), Truck Traffic: 33%, Features Intersected: I-55/I-74, Facility Carried by Structure: FAU6383/6371BEICH
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 252.869, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.5m (129.6ft)
Structure Number: 570231, Location: 2.5 MI. S I-55& IL 9 (Lat: 40.449653, Lng: -89.022306), Route carried "under" structure: Interstate 55, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 44,400 (year 2021), Truck Traffic: 33%, Features Intersected: I-55/I-74, Facility Carried by Structure: FAU6383/6371BEICH
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 252.869, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.5m (129.6ft)
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Structure Number: 570249, Location: NBL OVR 55 BUSN LOOP (Lat: 40.438469, Lng: -89.022817), Route carried "under" structure: Business Interstate 55, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 4,050 (year 2021), Truck Traffic: 8%, Features Intersected: I-55 BUSN LOOP
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 36.209, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 570249, Location: NBL OVR 55 BUSN LOOP (Lat: 40.438469, Lng: -89.022817), Route carried "under" structure: Business Interstate 55, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 4,050 (year 2021), Truck Traffic: 8%, Features Intersected: I-55 BUSN LOOP
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 36.209, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 57025, Location: JCT I-55 & I-74 (Lat: 40.444231, Lng: -89.021511), Route carried "under" structure: Interstate 74, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2021), Truck Traffic: 38%, Features Intersected: EB I-74/SW BLOOM., Facility Carried by Structure: I-55 NBL
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 217.980, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 57025, Location: JCT I-55 & I-74 (Lat: 40.444231, Lng: -89.021511), Route carried "under" structure: Interstate 74, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2021), Truck Traffic: 38%, Features Intersected: EB I-74/SW BLOOM., Facility Carried by Structure: I-55 NBL
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 217.980, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 570251, Location: 55 BUSN LP OV I-74 (Lat: 40.440456, Lng: -89.019164), Route carried "under" structure: Interstate 74, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2021), Truck Traffic: 38%, Features Intersected: I-74/SW BLOOMINGTON, Facility Carried by Structure: I-55 BUSN LOOP NB
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 218.366, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 570251, Location: 55 BUSN LP OV I-74 (Lat: 40.440456, Lng: -89.019164), Route carried "under" structure: Interstate 74, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2021), Truck Traffic: 38%, Features Intersected: I-74/SW BLOOMINGTON, Facility Carried by Structure: I-55 BUSN LOOP NB
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 218.366, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: 570252, Location: 55 BUSN LP OV I-74 (Lat: 40.440456, Lng: -89.019164), Route carried "under" structure: Interstate 74, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2021), Truck Traffic: 38%, Features Intersected: I-74/SW BLOOMINGTON, Facility Carried by Structure: I-55 BUSN LOOP SB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 218.366, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 570252, Location: 55 BUSN LP OV I-74 (Lat: 40.440456, Lng: -89.019164), Route carried "under" structure: Interstate 74, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2021), Truck Traffic: 38%, Features Intersected: I-74/SW BLOOMINGTON, Facility Carried by Structure: I-55 BUSN LOOP SB
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 218.366, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft)
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Structure Number: 570253, Location: 55 BUSN LP OV I-74 (Lat: 40.440456, Lng: -89.019164), Route carried "under" structure: Interstate 74, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2021), Truck Traffic: 38%, Features Intersected: I-74/SW BLOOMINGTON, Facility Carried by Structure: I-55 BUSN LOOP NB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 218.366, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.8m (94.5ft)
Structure Number: 570253, Location: 55 BUSN LP OV I-74 (Lat: 40.440456, Lng: -89.019164), Route carried "under" structure: Interstate 74, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2021), Truck Traffic: 38%, Features Intersected: I-74/SW BLOOMINGTON, Facility Carried by Structure: I-55 BUSN LOOP NB
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 218.366, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.8m (94.5ft)
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Structure Number: 570254, Location: 55 BUSN LP OV I-74 (Lat: 40.441611, Lng: -89.020125), Route carried "under" structure: Interstate 74, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2021), Truck Traffic: 38%, Features Intersected: I-74/SW BLOOMINGTON, Facility Carried by Structure: I-55 BUSN LOOP SB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 218.253, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.8m (94.5ft)
Structure Number: 570254, Location: 55 BUSN LP OV I-74 (Lat: 40.441611, Lng: -89.020125), Route carried "under" structure: Interstate 74, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 22,700 (year 2021), Truck Traffic: 38%, Features Intersected: I-74/SW BLOOMINGTON, Facility Carried by Structure: I-55 BUSN LOOP SB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 218.253, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.8m (94.5ft)
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Structure Number: 57631, Location: 100 FT W OF MORRIS (Lat: 40.482156, Lng: -89.006408), Route carried "under" structure: Other road , Year Built: 1889, Structure Length: 0. m, Average Daily Traffic: 8,650 (year 2020), Truck Traffic: 6%, Features Intersected: MARKET ST FAU6359, Facility Carried by Structure: SOUTHERN PACIFIC R
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.435, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.3m (37.1ft)
Structure Number: 57631, Location: 100 FT W OF MORRIS (Lat: 40.482156, Lng: -89.006408), Route carried "under" structure: Other road , Year Built: 1889, Structure Length: 0. m, Average Daily Traffic: 8,650 (year 2020), Truck Traffic: 6%, Features Intersected: MARKET ST FAU6359, Facility Carried by Structure: SOUTHERN PACIFIC R
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.435, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 11.3m (37.1ft)
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Structure Number: 576311, Location: 0.8 MI E 150 & 55 (Lat: 40.481172, Lng: -89.013333), Route carried "under" structure: City street , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: STILLWELL ST, Facility Carried by Structure: N&W RR
Minimum Vertical Clearance: 3.58m (11.75ft), Kilometerpoint: 0.016, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 576311, Location: 0.8 MI E 150 & 55 (Lat: 40.481172, Lng: -89.013333), Route carried "under" structure: City street , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: STILLWELL ST, Facility Carried by Structure: N&W RR
Minimum Vertical Clearance: 3.58m (11.75ft), Kilometerpoint: 0.016, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 576313, Location: 1.0 MI SW 9 & 51 (Lat: 40.476503, Lng: -89.009747), Route carried "under" structure: City street , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 700 (year 2020), Truck Traffic: 3%, Features Intersected: OLIVE ST, Facility Carried by Structure: SOUTHERN PACIFIC R
Minimum Vertical Clearance: 3.78m (12.40ft), Kilometerpoint: 0.966, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 9.8m (32.2ft)
Structure Number: 576313, Location: 1.0 MI SW 9 & 51 (Lat: 40.476503, Lng: -89.009747), Route carried "under" structure: City street , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 700 (year 2020), Truck Traffic: 3%, Features Intersected: OLIVE ST, Facility Carried by Structure: SOUTHERN PACIFIC R
Minimum Vertical Clearance: 3.78m (12.40ft), Kilometerpoint: 0.966, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 9.8m (32.2ft)
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Structure Number: 576315, Location: 0.4 MI SSE 9 & 150 (Lat: 40.479828, Lng: -88.981122), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 8,700 (year 2020), Truck Traffic: 4%, Features Intersected: WASHNGTN ST FAU 6360, Facility Carried by Structure: ABANDONED RR
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 6.663, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 7.0m (23.0ft)
Structure Number: 576315, Location: 0.4 MI SSE 9 & 150 (Lat: 40.479828, Lng: -88.981122), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 8,700 (year 2020), Truck Traffic: 4%, Features Intersected: WASHNGTN ST FAU 6360, Facility Carried by Structure: ABANDONED RR
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 6.663, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 7.0m (23.0ft)
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Structure Number: 579901, Location: 1 MI SW FAI 74-55 (Lat: 40.429539, Lng: -89.037272), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 850 (year 2020), Truck Traffic: 7%, Features Intersected: FAU 6340/CH 32, Facility Carried by Structure: SPCSL RR
Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 2.929, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 9.8m (32.2ft)
Structure Number: 579901, Location: 1 MI SW FAI 74-55 (Lat: 40.429539, Lng: -89.037272), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 850 (year 2020), Truck Traffic: 7%, Features Intersected: FAU 6340/CH 32, Facility Carried by Structure: SPCSL RR
Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 2.929, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 9.8m (32.2ft)