Bridge Statistics for Mounds, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 371ft / 113mTotal length
- $290,000Total costs
- 91,310Total average daily traffic
- 40,253Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mounds
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 131960-1969
- 31980-1989
- 41990-1999
- 12000-2009
- Bridge Condition - Deck
- 6.3%Very good
- 43.8%Good
- 43.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Superstructure
- 6.3%Very good
- 31.3%Good
- 37.5%Satisfactory
- 18.8%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 25.0%Very good
- 43.8%Good
- 18.8%Satisfactory
- 6.3%Fair
- 6.3%Poor
- Bridge Condition - Channel
- 18.2%Good
- 72.7%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 770001, Location: OVER FAS 2936 (Lat: 37.098119, Lng: -89.187919), Route carried "on" structure: Interstate 57, Year Built: 1967, Status: Open, Structure Length: 30.88m (101.31ft), Average Daily Traffic: 6,700 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 5,627 (year 2032), Design Load: HS 20+Mod, Features Intersected: FAS 2936 (UNMARKED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.481, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 770001, Location: OVER FAS 2936 (Lat: 37.098119, Lng: -89.187919), Route carried "on" structure: Interstate 57, Year Built: 1967, Status: Open, Structure Length: 30.88m (101.31ft), Average Daily Traffic: 6,700 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 5,627 (year 2032), Design Load: HS 20+Mod, Features Intersected: FAS 2936 (UNMARKED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.481, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 770002, Location: OVER FAS 2936 (Lat: 37.098247, Lng: -89.187919), Route carried "on" structure: Interstate 57, Year Built: 1967, Status: Open, Structure Length: 33.07m (108.50ft), Average Daily Traffic: 6,700 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 5,627 (year 2032), Design Load: HS 20+Mod, Features Intersected: FAS 2936 (UNMARKED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.497, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 770002, Location: OVER FAS 2936 (Lat: 37.098247, Lng: -89.187919), Route carried "on" structure: Interstate 57, Year Built: 1967, Status: Open, Structure Length: 33.07m (108.50ft), Average Daily Traffic: 6,700 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 5,627 (year 2032), Design Load: HS 20+Mod, Features Intersected: FAS 2936 (UNMARKED)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.497, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 770003, Location: 0.2 MI N FAS 2936 (Lat: 37.099828, Lng: -89.187894), Route carried "on" structure: Interstate 57, Year Built: 1966, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 6,700 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 5,627 (year 2032), Design Load: HS 20+Mod, Features Intersected: CN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.980, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 770003, Location: 0.2 MI N FAS 2936 (Lat: 37.099828, Lng: -89.187894), Route carried "on" structure: Interstate 57, Year Built: 1966, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 6,700 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 5,627 (year 2032), Design Load: HS 20+Mod, Features Intersected: CN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.980, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 770004, Location: 0.2 MI N FAS 2936 (Lat: 37.102217, Lng: -89.187844), Route carried "on" structure: Interstate 57, Year Built: 1966, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 6,700 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 5,627 (year 2032), Design Load: HS 20+Mod, Features Intersected: CN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.996, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 770004, Location: 0.2 MI N FAS 2936 (Lat: 37.102217, Lng: -89.187844), Route carried "on" structure: Interstate 57, Year Built: 1966, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 6,700 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 5,627 (year 2032), Design Load: HS 20+Mod, Features Intersected: CN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.996, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 770027, Location: 2.2 MI N FAS 2936 (Lat: 37.129181, Lng: -89.179419), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 7.67m (25.16ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 1,893 (year 2032), Design Load: HS 20, Features Intersected: FAI 57 & US 51, Facility Carried by Structure: FAS 939-CH 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 770027, Location: 2.2 MI N FAS 2936 (Lat: 37.129181, Lng: -89.179419), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 7.67m (25.16ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 1,893 (year 2032), Design Load: HS 20, Features Intersected: FAI 57 & US 51, Facility Carried by Structure: FAS 939-CH 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 770031, Location: 3 MI N FAS 2936 (Lat: 37.144061, Lng: -89.173331), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 7.67m (25.16ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 179 (year 2032), Design Load: HS 15, Features Intersected: FAI 57 & US 51, Facility Carried by Structure: TR 44 SHUMAKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 770031, Location: 3 MI N FAS 2936 (Lat: 37.144061, Lng: -89.173331), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 7.67m (25.16ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 179 (year 2032), Design Load: HS 15, Features Intersected: FAI 57 & US 51, Facility Carried by Structure: TR 44 SHUMAKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 770034, Location: 4.5 MI N FAS 2936 (Lat: 37.165961, Lng: -89.162539), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 7.30m (23.95ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2032), Design Load: HS 15, Features Intersected: FAI 57 & US 51, Facility Carried by Structure: TR 107 OLMSTED RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.717, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $7,000, Total Project Cost: $173,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 770034, Location: 4.5 MI N FAS 2936 (Lat: 37.165961, Lng: -89.162539), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 7.30m (23.95ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2032), Design Load: HS 15, Features Intersected: FAI 57 & US 51, Facility Carried by Structure: TR 107 OLMSTED RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.717, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $7,000, Total Project Cost: $173,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 770038, Location: NEAR NCL MOUNDS (Lat: 37.119522, Lng: -89.198483), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,660 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO HESS BAYOU, Facility Carried by Structure: FAS 2936 (UNMARKED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.363, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 91.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.8 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: Meets minimum limits, 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: 770038, Location: NEAR NCL MOUNDS (Lat: 37.119522, Lng: -89.198483), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,660 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO HESS BAYOU, Facility Carried by Structure: FAS 2936 (UNMARKED
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.363, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 91.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 54.8 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: Meets minimum limits, 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: 772, Location: MP 6.9 (Lat: 37.118792, Lng: -89.183536), Route carried "on" structure: Interstate 57, Year Built: 1967, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 13,400 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 11,253 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.136, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 772, Location: MP 6.9 (Lat: 37.118792, Lng: -89.183536), Route carried "on" structure: Interstate 57, Year Built: 1967, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 13,400 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 11,253 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.136, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 773055, Location: .5 MI.N. MOUNDS (Lat: 37.125458, Lng: -89.200683), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 51 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: TR 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 10.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $4,000, Total Project Cost: $57,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 773055, Location: .5 MI.N. MOUNDS (Lat: 37.125458, Lng: -89.200683), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 51 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: TR 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 10.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $4,000, Total Project Cost: $57,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 773078, Location: 1 MI NE MOUNDS (Lat: 37.129258, Lng: -89.172633), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 1,850 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,535 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CH-8 (FAS-939)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 773078, Location: 1 MI NE MOUNDS (Lat: 37.129258, Lng: -89.172633), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 1,850 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,535 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CH-8 (FAS-939)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 773088, Location: 1 MI W OF MOUNDS (Lat: 37.118364, Lng: -89.233831), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,176 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CACHE RIVER, Facility Carried by Structure: FAS 942
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 773088, Location: 1 MI W OF MOUNDS (Lat: 37.118364, Lng: -89.233831), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 900 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,176 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CACHE RIVER, Facility Carried by Structure: FAS 942
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 773117, Location: 1 MI SW MOUNDS (Lat: 37.104003, Lng: -89.231689), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 50%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CACHE CREEK, Facility Carried by Structure: TR 129
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 773117, Location: 1 MI SW MOUNDS (Lat: 37.104003, Lng: -89.231689), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 50%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CACHE CREEK, Facility Carried by Structure: TR 129
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 773118, Location: 2.4 MI W VILLA RIDGE (Lat: 37.158956, Lng: -89.230831), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 102 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO BOAR CREEK, Facility Carried by Structure: TR 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 773118, Location: 2.4 MI W VILLA RIDGE (Lat: 37.158956, Lng: -89.230831), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 102 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO BOAR CREEK, Facility Carried by Structure: TR 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.975, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 773125, Location: 2 MI WEST OF IL 37 (Lat: 37.143922, Lng: -89.151406), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 128 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO HESS BAYOU, Facility Carried by Structure: SHUMAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 773125, Location: 2 MI WEST OF IL 37 (Lat: 37.143922, Lng: -89.151406), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 128 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO HESS BAYOU, Facility Carried by Structure: SHUMAKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 775004, Location: 0.6 MI N OF MOUNDS (Lat: 37.126278, Lng: -89.203081), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 77 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CACHE RIVER, Facility Carried by Structure: TR 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.761, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 775004, Location: 0.6 MI N OF MOUNDS (Lat: 37.126278, Lng: -89.203081), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 77 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CACHE RIVER, Facility Carried by Structure: TR 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.761, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 776005, Location: MOUNDS (Lat: 37.119264, Lng: -89.194300), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Features Intersected: UNNAMED STREAM, Facility Carried by Structure: READER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $4,000, Total Project Cost: $60,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 776005, Location: MOUNDS (Lat: 37.119264, Lng: -89.194300), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 26 (year 2032), Features Intersected: UNNAMED STREAM, Facility Carried by Structure: READER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $4,000, Total Project Cost: $60,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 776009, Location: N EDGE OF MOUNDS (Lat: 37.120489, Lng: -89.201486), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 307 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO HESS BAYOU, Facility Carried by Structure: FRONT ST-CS 6050
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 776009, Location: N EDGE OF MOUNDS (Lat: 37.120489, Lng: -89.201486), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 307 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO HESS BAYOU, Facility Carried by Structure: FRONT ST-CS 6050
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 770001, Location: OVER FAS 2936 (Lat: 37.097933, Lng: -89.187692), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,650 (year 2018), Truck Traffic: 6%, Features Intersected: FAS 2936 (UNMARKED), Facility Carried by Structure: I 57 NB & US 51 NB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 28.195, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 770001, Location: OVER FAS 2936 (Lat: 37.097933, Lng: -89.187692), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,650 (year 2018), Truck Traffic: 6%, Features Intersected: FAS 2936 (UNMARKED), Facility Carried by Structure: I 57 NB & US 51 NB
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 28.195, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 770002, Location: OVER FAS 2936 (Lat: 37.098119, Lng: -89.187919), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,650 (year 2018), Truck Traffic: 6%, Features Intersected: FAS 2936 (UNMARKED), Facility Carried by Structure: I 57 SB & US 51 SB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 28.163, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 770002, Location: OVER FAS 2936 (Lat: 37.098119, Lng: -89.187919), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,650 (year 2018), Truck Traffic: 6%, Features Intersected: FAS 2936 (UNMARKED), Facility Carried by Structure: I 57 SB & US 51 SB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 28.163, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 770027, Location: 2.2 MI N FAS 2936 (Lat: 37.129181, Lng: -89.179419), Route carried "under" structure: Interstate 57, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2021), Truck Traffic: 49%, Features Intersected: FAI 57 & US 51, Facility Carried by Structure: FAS 939-CH 8
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 12.359, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.2m (79.4ft)
Structure Number: 770027, Location: 2.2 MI N FAS 2936 (Lat: 37.129181, Lng: -89.179419), Route carried "under" structure: Interstate 57, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2021), Truck Traffic: 49%, Features Intersected: FAI 57 & US 51, Facility Carried by Structure: FAS 939-CH 8
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 12.359, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.2m (79.4ft)
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Structure Number: 770031, Location: 3 MI N FAS 2936 (Lat: 37.144061, Lng: -89.173331), Route carried "under" structure: Interstate 57, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2021), Truck Traffic: 49%, Features Intersected: FAI 57 & US 51, Facility Carried by Structure: TR 44 SHUMAKER RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 14.097, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 770031, Location: 3 MI N FAS 2936 (Lat: 37.144061, Lng: -89.173331), Route carried "under" structure: Interstate 57, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2021), Truck Traffic: 49%, Features Intersected: FAI 57 & US 51, Facility Carried by Structure: TR 44 SHUMAKER RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 14.097, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 770034, Location: 4.5 MI N FAS 2936 (Lat: 37.165961, Lng: -89.162539), Route carried "under" structure: Interstate 57, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2021), Truck Traffic: 49%, Features Intersected: FAI 57 & US 51, Facility Carried by Structure: TR 107 OLMSTED RD
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 16.705, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft)
Structure Number: 770034, Location: 4.5 MI N FAS 2936 (Lat: 37.165961, Lng: -89.162539), Route carried "under" structure: Interstate 57, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 13,300 (year 2021), Truck Traffic: 49%, Features Intersected: FAI 57 & US 51, Facility Carried by Structure: TR 107 OLMSTED RD
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 16.705, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.1m (75.8ft)