Bridge Statistics for Fulton, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 607ft / 185mTotal length
- $28,898,000Total costs
- 76,925Total average daily traffic
- 9,285Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fulton
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 61950-1959
- 11960-1969
- 11970-1979
- 51980-1989
- 41990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 7.7%Good
- 84.6%Satisfactory
- 7.7%Poor
- Bridge Condition - Superstructure
- 7.7%Very good
- 7.7%Good
- 69.2%Satisfactory
- 7.7%Poor
- 7.7%Serious
- Bridge Condition - Substructure
- 30.8%Very good
- 15.4%Good
- 15.4%Satisfactory
- 23.1%Fair
- 7.7%Poor
- 7.7%Serious
- Bridge Condition - Channel
- 42.9%Very good
- 14.3%Good
- 35.7%Satisfactory
- 7.1%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 980095, Location: 2.5 M N ILL 136 (Lat: 41.899889, Lng: -90.121022), Route carried "on" structure: State highway 84, Year Built: 1980, Status: Open, Structure Length: 7.11m (23.33ft), Average Daily Traffic: 5,800 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: JOHNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.855, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 980095, Location: 2.5 M N ILL 136 (Lat: 41.899889, Lng: -90.121022), Route carried "on" structure: State highway 84, Year Built: 1980, Status: Open, Structure Length: 7.11m (23.33ft), Average Daily Traffic: 5,800 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: JOHNSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.855, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 980096, Location: 2 MI S OF CARROLL CO (Lat: 41.903503, Lng: -90.117778), Route carried "on" structure: State highway 84, Year Built: 1980, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 5,800 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.338, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 980096, Location: 2 MI S OF CARROLL CO (Lat: 41.903503, Lng: -90.117778), Route carried "on" structure: State highway 84, Year Built: 1980, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 5,800 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.338, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 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: 980106, Location: 0.7 MI. W. OF IL 84 (Lat: 41.838006, Lng: -90.171089), Route carried "on" structure: US 30, Year Built: 1999, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 11,600 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 13,600 (year 2040), Design Load: HS 20, Features Intersected: SUNFISH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.9 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 980106, Location: 0.7 MI. W. OF IL 84 (Lat: 41.838006, Lng: -90.171089), Route carried "on" structure: US 30, Year Built: 1999, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 11,600 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 13,600 (year 2040), Design Load: HS 20, Features Intersected: SUNFISH SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.9 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 980114, Location: 0.9 MI S JCT US 30 (Lat: 41.830722, Lng: -90.160233), Route carried "on" structure: State highway 84, Year Built: 2008, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 4,550 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,300 (year 2040), Design Load: HS 20, Features Intersected: CATTAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.261, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 980114, Location: 0.9 MI S JCT US 30 (Lat: 41.830722, Lng: -90.160233), Route carried "on" structure: State highway 84, Year Built: 2008, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 4,550 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,300 (year 2040), Design Load: HS 20, Features Intersected: CATTAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.261, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 982015, Location: 1 MI. E. OF IL 136 (Lat: 41.858392, Lng: -90.100044), Route carried "on" structure: US 30, Year Built: 1992, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 5,800 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: CATTAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.435, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 982015, Location: 1 MI. E. OF IL 136 (Lat: 41.858392, Lng: -90.100044), Route carried "on" structure: US 30, Year Built: 1992, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 5,800 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: CATTAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.435, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 98303, Location: 2 MI E OF FULTON (Lat: 41.856419, Lng: -90.111631), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 675 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20, Features Intersected: CATTAIL SLOUGH, Facility Carried by Structure: FROG POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 98303, Location: 2 MI E OF FULTON (Lat: 41.856419, Lng: -90.111631), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 675 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20, Features Intersected: CATTAIL SLOUGH, Facility Carried by Structure: FROG POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 984055, Location: 1 MI SE FULTON (Lat: 41.848569, Lng: -90.140486), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20, Features Intersected: CATTAIL CREEK, Facility Carried by Structure: CHASE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 984055, Location: 1 MI SE FULTON (Lat: 41.848569, Lng: -90.140486), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20, Features Intersected: CATTAIL CREEK, Facility Carried by Structure: CHASE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 984056, Location: 2 MI NE FULTON (Lat: 41.904644, Lng: -90.114750), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 3.19m (10.47ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: SPRING VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, 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: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 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: Better than 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: August 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 984056, Location: 2 MI NE FULTON (Lat: 41.904644, Lng: -90.114750), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 3.19m (10.47ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: SPRING VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, 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: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 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: Better than 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: August 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 984058, Location: 2 MI SE OF FULTON (Lat: 41.850797, Lng: -90.130869), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: CATTAIL CREEK, Facility Carried by Structure: SAND RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 984058, Location: 2 MI SE OF FULTON (Lat: 41.850797, Lng: -90.130869), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: CATTAIL CREEK, Facility Carried by Structure: SAND RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 984059, Location: 3 MI E OF FULTON (Lat: 41.871975, Lng: -90.093536), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: BNSF RR, Facility Carried by Structure: ACKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, 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: 3, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 984059, Location: 3 MI E OF FULTON (Lat: 41.871975, Lng: -90.093536), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: BNSF RR, Facility Carried by Structure: ACKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, 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: 3, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 984151, Location: 2 MI SE FULTON (Lat: 41.829839, Lng: -90.134881), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 850 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 15, Features Intersected: BR OF CATTAIL CR, Facility Carried by Structure: HOLLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 984151, Location: 2 MI SE FULTON (Lat: 41.829839, Lng: -90.134881), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 850 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 800 (year 2040), Design Load: HS 15, Features Intersected: BR OF CATTAIL CR, Facility Carried by Structure: HOLLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 984159, Location: 1 MI S OF FULTON (Lat: 41.832403, Lng: -90.157644), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 900 (year 2040), Design Load: HS 20, Features Intersected: CATTAIL CREEK, Facility Carried by Structure: HOLLY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 984159, Location: 1 MI S OF FULTON (Lat: 41.832403, Lng: -90.157644), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 900 (year 2040), Design Load: HS 20, Features Intersected: CATTAIL CREEK, Facility Carried by Structure: HOLLY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 984161, Location: 2 MI SE OF FULTON (Lat: 41.860714, Lng: -90.141047), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 625 (year 2021), Average Future Daily Traffic: 1,046 (year 2032), Design Load: HS 25 or greater, Features Intersected: BR COUNTY DITCH, Facility Carried by Structure: TR 42/CHASE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 984161, Location: 2 MI SE OF FULTON (Lat: 41.860714, Lng: -90.141047), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 625 (year 2021), Average Future Daily Traffic: 1,046 (year 2032), Design Load: HS 25 or greater, Features Intersected: BR COUNTY DITCH, Facility Carried by Structure: TR 42/CHASE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 985853, Location: 3 MI E. FULTON (Lat: 41.883128, Lng: -90.091908), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: ACKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 985853, Location: 3 MI E. FULTON (Lat: 41.883128, Lng: -90.091908), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: ACKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 985861, Location: 3 MI E. OF FULTON (Lat: 41.860578, Lng: -90.086669), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: ACKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.363, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
Structure Number: 985861, Location: 3 MI E. OF FULTON (Lat: 41.860578, Lng: -90.086669), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: ACKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.363, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
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Structure Number: 986001, Location: .6 MI W ILL 84 (Lat: 41.839206, Lng: -90.166744), Route carried "on" structure: US 30, Year Built: 1956, Year Reconstructed: 2006, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 11,600 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 14,700 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 65.1 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $682,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,023,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 986001, Location: .6 MI W ILL 84 (Lat: 41.839206, Lng: -90.166744), Route carried "on" structure: US 30, Year Built: 1956, Year Reconstructed: 2006, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 11,600 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 14,700 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 65.1 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $682,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,023,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 986003, Location: 1 MI W OF ILL 84 (Lat: 41.837875, Lng: -90.173686), Route carried "on" structure: US 30, Year Built: 1956, Year Reconstructed: 1999, Status: Open, Structure Length: 126.95m (416.50ft), Average Daily Traffic: 11,600 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 14,700 (year 2040), Design Load: HS 20, Features Intersected: MISSISSIPPI RIVER
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.805, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 173.1m (567.9ft)), Material/Design: Steel, Design/Construction: Suspension, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 30, Length of Maximum Span: 196.3m (644.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Serious, Channel: Very good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 126.95m (416.50ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $18,583,000, Roadway Improvement Cost: $1,858,000, Total Project Cost: $27,875,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 986003, Location: 1 MI W OF ILL 84 (Lat: 41.837875, Lng: -90.173686), Route carried "on" structure: US 30, Year Built: 1956, Year Reconstructed: 1999, Status: Open, Structure Length: 126.95m (416.50ft), Average Daily Traffic: 11,600 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 14,700 (year 2040), Design Load: HS 20, Features Intersected: MISSISSIPPI RIVER
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.805, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 173.1m (567.9ft)), Material/Design: Steel, Design/Construction: Suspension, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 30, Length of Maximum Span: 196.3m (644.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Serious, Channel: Very good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 126.95m (416.50ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $18,583,000, Roadway Improvement Cost: $1,858,000, Total Project Cost: $27,875,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 980004, Location: 1.0 MI E JCT ILL 136 (Lat: 41.858372, Lng: -90.096328), Route carried "under" structure: US 30, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 5,800 (year 2021), Truck Traffic: 14%, Features Intersected: US 30, Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 7.741, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 12.5m (41.0ft)
Structure Number: 980004, Location: 1.0 MI E JCT ILL 136 (Lat: 41.858372, Lng: -90.096328), Route carried "under" structure: US 30, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 5,800 (year 2021), Truck Traffic: 14%, Features Intersected: US 30, Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 7.741, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 12.5m (41.0ft)
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Structure Number: 986, Location: .5 MI W ILL 84 (Lat: 41.839839, Lng: -90.165300), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 3,050 (year 2021), Truck Traffic: 1%, Features Intersected: LINCOLN ST/DAKIN RD, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 7.37m (24.18ft), Kilometerpoint: 6.019, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
Structure Number: 986, Location: .5 MI W ILL 84 (Lat: 41.839839, Lng: -90.165300), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 3,050 (year 2021), Truck Traffic: 1%, Features Intersected: LINCOLN ST/DAKIN RD, Facility Carried by Structure: US 30
Minimum Vertical Clearance: 7.37m (24.18ft), Kilometerpoint: 6.019, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
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Structure Number: 989901, Location: 3.5 MI E FULTON (Lat: 41.860272, Lng: -90.085433), Route carried "under" structure: US 30, Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 5,800 (year 2021), Truck Traffic: 14%, Features Intersected: US 30, Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 8.674, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 989901, Location: 3.5 MI E FULTON (Lat: 41.860272, Lng: -90.085433), Route carried "under" structure: US 30, Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 5,800 (year 2021), Truck Traffic: 14%, Features Intersected: US 30, Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 6.02m (19.75ft), Kilometerpoint: 8.674, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 989904, Location: 1.5 MI SE FULTON (Lat: 41.844950, Lng: -90.140400), Route carried "under" structure: County highway , Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 25%, Features Intersected: CHASE RD, Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 3.53m (11.58ft), Kilometerpoint: 1.851, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 7.3m (24.0ft)
Structure Number: 989904, Location: 1.5 MI SE FULTON (Lat: 41.844950, Lng: -90.140400), Route carried "under" structure: County highway , Year Built: 1910, Structure Length: 0. m, Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 25%, Features Intersected: CHASE RD, Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 3.53m (11.58ft), Kilometerpoint: 1.851, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 7.3m (24.0ft)