Bridge Statistics for Monmouth, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 36Number of bridges
- 266ft / 81.1mTotal length
- $255,000Total costs
- 94,380Total average daily traffic
- 15,632Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Monmouth
- No street view available for this location
- New bridges - historical statistics
- 41900-1909
- 11960-1969
- 61970-1979
- 51980-1989
- 101990-1999
- 32000-2009
- 32010-2019
- 42020-2022
- Bridge Condition - Deck
- 8.0%Excellent
- 40.0%Very good
- 24.0%Good
- 20.0%Satisfactory
- 8.0%Fair
- Bridge Condition - Superstructure
- 8.0%Excellent
- 40.0%Very good
- 24.0%Good
- 16.0%Fair
- 8.0%Poor
- 4.0%Critical
- Bridge Condition - Substructure
- 8.0%Excellent
- 52.0%Very good
- 20.0%Good
- 12.0%Satisfactory
- 8.0%Poor
- Bridge Condition - Channel
- 4.2%Excellent
- 45.8%Very good
- 29.2%Good
- 4.2%Satisfactory
- 12.5%Fair
- 4.2%Poor
- Bridge Condition - Culverts
- 40.0%Satisfactory
- 20.0%Fair
- 40.0%Poor
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Structure Number: 706002, Location: BETHANY-ROBINSON ST (Lat: 39.643792, Lng: -88.735050), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 601 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: ROBINSON ST(MS 180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 19.1m (62.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 706002, Location: BETHANY-ROBINSON ST (Lat: 39.643792, Lng: -88.735050), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 601 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: ROBINSON ST(MS 180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 19.1m (62.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 940024, Location: .8 MI N JCT US 34&67 (Lat: 40.903008, Lng: -90.662608), Route carried "on" structure: US 34, Year Built: 1975, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 7,600 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 3,925 (year 2032), Design Load: HS 20, Features Intersected: BNSF RR (079039A)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.258, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, 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: 37.9 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 940024, Location: .8 MI N JCT US 34&67 (Lat: 40.903008, Lng: -90.662608), Route carried "on" structure: US 34, Year Built: 1975, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 7,600 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 3,925 (year 2032), Design Load: HS 20, Features Intersected: BNSF RR (079039A)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.258, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, 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: 37.9 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 940033, Location: 0.8MI N JCT US 34&67 (Lat: 40.902808, Lng: -90.662594), Route carried "on" structure: US 34, Year Built: 1992, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 7,600 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 3,925 (year 2032), Design Load: HS 20, Features Intersected: BNSF RR (079039A)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.242, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 68.7 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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 940033, Location: 0.8MI N JCT US 34&67 (Lat: 40.902808, Lng: -90.662594), Route carried "on" structure: US 34, Year Built: 1992, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 7,600 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 3,925 (year 2032), Design Load: HS 20, Features Intersected: BNSF RR (079039A)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.242, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 68.7 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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 940041, Location: SW EDGE OF MONMOUTH (Lat: 40.890894, Lng: -90.661872), Route carried "on" structure: US 34, Year Built: 1992, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,750 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 3,250 (year 2032), Design Load: HS 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.874, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 940041, Location: SW EDGE OF MONMOUTH (Lat: 40.890894, Lng: -90.661872), Route carried "on" structure: US 34, Year Built: 1992, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,750 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 3,250 (year 2032), Design Load: HS 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.874, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 940043, Location: 3 MI S OF MONMOUTH (Lat: 40.854072, Lng: -90.650769), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.97m (6.46ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: HENDERSON CREEK, Facility Carried by Structure: OLD US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.249, Lanes on structure: 2, Owner: Town or Township 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: 18.9m (62.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, 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: 49.6 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 940043, Location: 3 MI S OF MONMOUTH (Lat: 40.854072, Lng: -90.650769), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.97m (6.46ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: HENDERSON CREEK, Facility Carried by Structure: OLD US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.249, Lanes on structure: 2, Owner: Town or Township 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: 18.9m (62.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, 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: 49.6 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 940045, Location: 2.8 MI S OF US 34 (Lat: 40.851378, Lng: -90.657144), Route carried "on" structure: US 67, Year Built: 1992, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 2,575 (year 2032), Design Load: HS 20, Features Intersected: S. HENDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.969, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.2 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: Equal to present minimum criteria, Deck Geometry: Better than 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 940045, Location: 2.8 MI S OF US 34 (Lat: 40.851378, Lng: -90.657144), Route carried "on" structure: US 67, Year Built: 1992, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 2,575 (year 2032), Design Load: HS 20, Features Intersected: S. HENDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.969, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.2 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: Equal to present minimum criteria, Deck Geometry: Better than 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 940046, Location: 2.8 MI S OF US 34 (Lat: 40.851539, Lng: -90.657150), Route carried "on" structure: US 67, Year Built: 1992, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 2,575 (year 2032), Design Load: HS 20, Features Intersected: S. HENDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.985, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 62.2 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: Equal to present minimum criteria, Deck Geometry: Better than 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 940046, Location: 2.8 MI S OF US 34 (Lat: 40.851539, Lng: -90.657150), Route carried "on" structure: US 67, Year Built: 1992, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 2,575 (year 2032), Design Load: HS 20, Features Intersected: S. HENDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.985, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 62.2 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: Equal to present minimum criteria, Deck Geometry: Better than 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 94005, Location: .5 MI E OF MONMOUTH (Lat: 40.919183, Lng: -90.621200), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 400 (year 2032), Design Load: HS 20, Features Intersected: CEDAR CR TRIB, Facility Carried by Structure: OLD US 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94005, Location: .5 MI E OF MONMOUTH (Lat: 40.919183, Lng: -90.621200), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 400 (year 2032), Design Load: HS 20, Features Intersected: CEDAR CR TRIB, Facility Carried by Structure: OLD US 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 940051, Location: 4 MI N OF MONMOUTH (Lat: 40.960833, Lng: -90.640614), Route carried "on" structure: US 67, Year Built: 2011, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 3,150 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,800 (year 2032), Design Load: HS 25 or greater, Features Intersected: CEDAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.197, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: 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: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 940051, Location: 4 MI N OF MONMOUTH (Lat: 40.960833, Lng: -90.640614), Route carried "on" structure: US 67, Year Built: 2011, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 3,150 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,800 (year 2032), Design Load: HS 25 or greater, Features Intersected: CEDAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.197, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: 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: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 940052, Location: 1.51 mi NE of US 34 (Lat: 40.940700, Lng: -90.588492), Route carried "on" structure: State highway 164, Year Built: 2017, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,350 (year 2032), Design Load: HS 25 or greater, Features Intersected: Cedar Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.180, Lanes on structure: 2, 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: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 940052, Location: 1.51 mi NE of US 34 (Lat: 40.940700, Lng: -90.588492), Route carried "on" structure: State highway 164, Year Built: 2017, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,350 (year 2032), Design Load: HS 25 or greater, Features Intersected: Cedar Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.180, Lanes on structure: 2, 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: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 940053, Location: 4.5 M E OF MONMOUTH (Lat: 40.923047, Lng: -90.554267), Route carried "on" structure: US 34, Year Built: 2021, Status: Open, Structure Length: 3.95m (12.96ft), Average Daily Traffic: 10,900 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,650 (year 2032), Design Load: HS 25 or greater, Features Intersected: TR 162 (120th St)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.700, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 940053, Location: 4.5 M E OF MONMOUTH (Lat: 40.923047, Lng: -90.554267), Route carried "on" structure: US 34, Year Built: 2021, Status: Open, Structure Length: 3.95m (12.96ft), Average Daily Traffic: 10,900 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,650 (year 2032), Design Load: HS 25 or greater, Features Intersected: TR 162 (120th St)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.700, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 940054, Location: 4.5 M E OF MONMOUTH (Lat: 40.922900, Lng: -90.553942), Route carried "on" structure: US 34, Year Built: 2021, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 10,900 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,650 (year 2032), Design Load: HS 25 or greater, Features Intersected: TR 162 (120th St)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.732, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 940054, Location: 4.5 M E OF MONMOUTH (Lat: 40.922900, Lng: -90.553942), Route carried "on" structure: US 34, Year Built: 2021, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 10,900 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,650 (year 2032), Design Load: HS 25 or greater, Features Intersected: TR 162 (120th St)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.732, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 942, Location: 1.3MI E OF US 67 (Lat: 40.923939, Lng: -90.624964), Route carried "on" structure: US 34, Year Built: 1964, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 8,450 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 4,900 (year 2032), Design Load: HS 20, Features Intersected: CEDAR CR TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.617, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Poor, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021
Structure Number: 942, Location: 1.3MI E OF US 67 (Lat: 40.923939, Lng: -90.624964), Route carried "on" structure: US 34, Year Built: 1964, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 8,450 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 4,900 (year 2032), Design Load: HS 20, Features Intersected: CEDAR CR TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.617, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Poor, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021
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Structure Number: 942002, Location: 4 MI E OF MONMOUTH (Lat: 40.925258, Lng: -90.564164), Route carried "on" structure: US 34, Year Built: 1979, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 10,900 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,900 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CEDAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.815, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 97.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019
Structure Number: 942002, Location: 4 MI E OF MONMOUTH (Lat: 40.925258, Lng: -90.564164), Route carried "on" structure: US 34, Year Built: 1979, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 10,900 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,900 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CEDAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.815, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 97.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019
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Structure Number: 942006, Location: 3 MI E OF JCT 67&34 (Lat: 40.925997, Lng: -90.595017), Route carried "on" structure: US 34, Year Built: 1985, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 10,900 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,900 (year 2032), Design Load: HS 20, Features Intersected: SBI 8 (OLD US 34)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.176, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft)
Condition: Culverts: Poor, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 60.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021
Structure Number: 942006, Location: 3 MI E OF JCT 67&34 (Lat: 40.925997, Lng: -90.595017), Route carried "on" structure: US 34, Year Built: 1985, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 10,900 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,900 (year 2032), Design Load: HS 20, Features Intersected: SBI 8 (OLD US 34)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.176, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft)
Condition: Culverts: Poor, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 60.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021
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Structure Number: 943014, Location: CTR-9-T11NR2W (Lat: 40.957311, Lng: -90.620964), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1933, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 225 (year 2032), Features Intersected: Cedar Creek, Facility Carried by Structure: CH-7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Critical, Substructure: Poor, Channel: Good, Operating Rating: 7.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 4.5 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 replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 943014, Location: CTR-9-T11NR2W (Lat: 40.957311, Lng: -90.620964), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1933, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 225 (year 2032), Features Intersected: Cedar Creek, Facility Carried by Structure: CH-7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Critical, Substructure: Poor, Channel: Good, Operating Rating: 7.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 4.5 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 replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 944313, Location: SW-19-T11N,R1W (Lat: 40.924914, Lng: -90.553947), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: TR 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 19.5m (64.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.9 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: 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: 944313, Location: SW-19-T11N,R1W (Lat: 40.924914, Lng: -90.553947), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: TR 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 19.5m (64.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.9 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: 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: 94481, Location: NW-24-T11NR2W (Lat: 40.931619, Lng: -90.573211), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2032), Features Intersected: CEDAR CR, Facility Carried by Structure: TR 152
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.584, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 6.5 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 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: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Bridge Improvement Cost: $64,000, Roadway Improvement Cost: $6,000, Total Project Cost: $96,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Other
Structure Number: 94481, Location: NW-24-T11NR2W (Lat: 40.931619, Lng: -90.573211), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2032), Features Intersected: CEDAR CR, Facility Carried by Structure: TR 152
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.584, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 6.5 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 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: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Bridge Improvement Cost: $64,000, Roadway Improvement Cost: $6,000, Total Project Cost: $96,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Other
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Structure Number: 944813, Location: SW-16-T11NR2W (Lat: 40.935250, Lng: -90.622606), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 600 (year 2032), Design Load: H 20, Features Intersected: BR CEDAR CR, Facility Carried by Structure: TR 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.6 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: High priority of corrective action, Waterway Adequacy: Better than present minimum 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: 944813, Location: SW-16-T11NR2W (Lat: 40.935250, Lng: -90.622606), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 600 (year 2032), Design Load: H 20, Features Intersected: BR CEDAR CR, Facility Carried by Structure: TR 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.6 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: High priority of corrective action, Waterway Adequacy: Better than present minimum 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: 944815, Location: CTR-9-T11NR2W (Lat: 40.955356, Lng: -90.621092), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 125 (year 2032), Design Load: HS 20, Features Intersected: BR OF CEDAR CR, Facility Carried by Structure: TR 104A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 944815, Location: CTR-9-T11NR2W (Lat: 40.955356, Lng: -90.621092), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 125 (year 2032), Design Load: HS 20, Features Intersected: BR OF CEDAR CR, Facility Carried by Structure: TR 104A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 944818, Location: SW 1/4 SEC 1 T11NR2W (Lat: 40.963114, Lng: -90.572678), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: TALBOT CREEK, Facility Carried by Structure: TR 152
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022
Structure Number: 944818, Location: SW 1/4 SEC 1 T11NR2W (Lat: 40.963114, Lng: -90.572678), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: TALBOT CREEK, Facility Carried by Structure: TR 152
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022
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Structure Number: 94482, Location: SE-15-T11NR2W (Lat: 40.934653, Lng: -90.598278), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 450 (year 2032), Design Load: HS 20, Features Intersected: TRIB. CEDAR CREEK, Facility Carried by Structure: TR 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, 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: 11.9m (39.0ft), 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: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 94482, Location: SE-15-T11NR2W (Lat: 40.934653, Lng: -90.598278), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 450 (year 2032), Design Load: HS 20, Features Intersected: TRIB. CEDAR CREEK, Facility Carried by Structure: TR 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.478, 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: 11.9m (39.0ft), 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: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 944821, Location: SE-3-T11NR2W (Lat: 40.966806, Lng: -90.594308), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: TALBOT CREEK, Facility Carried by Structure: TR 122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.992, 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: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 944821, Location: SE-3-T11NR2W (Lat: 40.966806, Lng: -90.594308), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: TALBOT CREEK, Facility Carried by Structure: TR 122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.992, 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: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 944822, Location: N1/2-25-T11NR2W (Lat: 40.918564, Lng: -90.563992), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 150 (year 2032), Design Load: HS 20, Features Intersected: BR CEDAR CR, Facility Carried by Structure: TR 115
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.559, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 944822, Location: N1/2-25-T11NR2W (Lat: 40.918564, Lng: -90.563992), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 150 (year 2032), Design Load: HS 20, Features Intersected: BR CEDAR CR, Facility Carried by Structure: TR 115
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.559, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 944823, Location: S.CTR-1-T11NR2W (Lat: 40.963128, Lng: -90.563042), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: TALBOT CR, Facility Carried by Structure: TR 156
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, 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: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 944823, Location: S.CTR-1-T11NR2W (Lat: 40.963128, Lng: -90.563042), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: TALBOT CR, Facility Carried by Structure: TR 156
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, 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: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 944824, Location: N1/2-9-T11NR2W (Lat: 40.961678, Lng: -90.620619), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 40%, Average Future Daily Traffic: 100 (year 2032), Design Load: HS 25 or greater, Features Intersected: TALBOT CR, Facility Carried by Structure: TR 106
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, 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: 22.4m (73.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 944824, Location: N1/2-9-T11NR2W (Lat: 40.961678, Lng: -90.620619), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 40%, Average Future Daily Traffic: 100 (year 2032), Design Load: HS 25 or greater, Features Intersected: TALBOT CR, Facility Carried by Structure: TR 106
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, 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: 22.4m (73.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 945215, Location: SE-13-T10NR3W (Lat: 40.849769, Lng: -90.672300), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: S. HENDERSON CREEK, Facility Carried by Structure: TR 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 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 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: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 945215, Location: SE-13-T10NR3W (Lat: 40.849769, Lng: -90.672300), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: S. HENDERSON CREEK, Facility Carried by Structure: TR 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 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 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: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 94522, Location: SW-13-T10NR3W (Lat: 40.849056, Lng: -90.685350), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: S. HENDERSON CREEK, Facility Carried by Structure: TR 163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.391, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 94522, Location: SW-13-T10NR3W (Lat: 40.849056, Lng: -90.685350), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: S. HENDERSON CREEK, Facility Carried by Structure: TR 163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.391, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 945302, Location: NE-12-T11NR3W (Lat: 40.966272, Lng: -90.669181), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 20 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: CEDAR CR, Facility Carried by Structure: TR 70A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 945302, Location: NE-12-T11NR3W (Lat: 40.966272, Lng: -90.669181), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 20 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: CEDAR CR, Facility Carried by Structure: TR 70A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 945306, Location: N 1/2-12-T11NR3W (Lat: 40.960414, Lng: -90.679839), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 125 (year 2032), Design Load: HS 20, Features Intersected: BR OF CEDAR CREEK, Facility Carried by Structure: TR 68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 945306, Location: N 1/2-12-T11NR3W (Lat: 40.960414, Lng: -90.679839), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 125 (year 2032), Design Load: HS 20, Features Intersected: BR OF CEDAR CREEK, Facility Carried by Structure: TR 68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 940041, Location: SW EDGE OF MONMOUTH (Lat: 40.890894, Lng: -90.661872), Route carried "under" structure: US 67, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 20%, Features Intersected: US 67, Facility Carried by Structure: US 34
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 263.410, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.4m (119.4ft)
Structure Number: 940041, Location: SW EDGE OF MONMOUTH (Lat: 40.890894, Lng: -90.661872), Route carried "under" structure: US 67, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 20%, Features Intersected: US 67, Facility Carried by Structure: US 34
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 263.410, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.4m (119.4ft)
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Structure Number: 940053, Location: 4.5 M E OF MONMOUTH (Lat: 40.923250, Lng: -90.553939), Route carried "under" structure: County highway , Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 25 (year 2016), Features Intersected: TR 162 (120th St), Facility Carried by Structure: WB US 34
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 2.639, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 940053, Location: 4.5 M E OF MONMOUTH (Lat: 40.923250, Lng: -90.553939), Route carried "under" structure: County highway , Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 25 (year 2016), Features Intersected: TR 162 (120th St), Facility Carried by Structure: WB US 34
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 2.639, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 940054, Location: 4.5 M E OF MONMOUTH (Lat: 40.922900, Lng: -90.553942), Route carried "under" structure: County highway , Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 25 (year 2016), Features Intersected: TR 162 (120th St), Facility Carried by Structure: EB US 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.671, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 940054, Location: 4.5 M E OF MONMOUTH (Lat: 40.922900, Lng: -90.553942), Route carried "under" structure: County highway , Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 25 (year 2016), Features Intersected: TR 162 (120th St), Facility Carried by Structure: EB US 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.671, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: 942006, Location: 3 MI E OF JCT 67&34 (Lat: 40.926331, Lng: -90.592581), Route carried "under" structure: County highway , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 225 (year 2021), Truck Traffic: 8%, Features Intersected: SBI 8 (OLD US 34), Facility Carried by Structure: US 34
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 2.752, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 10.7m (35.1ft)
Structure Number: 942006, Location: 3 MI E OF JCT 67&34 (Lat: 40.926331, Lng: -90.592581), Route carried "under" structure: County highway , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 225 (year 2021), Truck Traffic: 8%, Features Intersected: SBI 8 (OLD US 34), Facility Carried by Structure: US 34
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 2.752, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 10.7m (35.1ft)
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Structure Number: 949905, Location: SE-10-T10NR2W (Lat: 40.862447, Lng: -90.594608), Route carried "under" structure: County highway , Year Built: 1907, Structure Length: 0. m, Average Daily Traffic: 150 (year 2021), Truck Traffic: 5%, Features Intersected: TR 126, Facility Carried by Structure: AT&SF RR (004696H)
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 3.122, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.3m (24.0ft)
Structure Number: 949905, Location: SE-10-T10NR2W (Lat: 40.862447, Lng: -90.594608), Route carried "under" structure: County highway , Year Built: 1907, Structure Length: 0. m, Average Daily Traffic: 150 (year 2021), Truck Traffic: 5%, Features Intersected: TR 126, Facility Carried by Structure: AT&SF RR (004696H)
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 3.122, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.3m (24.0ft)
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Structure Number: 949908, Location: SE-19-T10NR2W (Lat: 40.840400, Lng: -90.657311), Route carried "under" structure: US 67, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 20%, Features Intersected: US 67-FAP 310, Facility Carried by Structure: ATSF(004701C)
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 257.874, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 27.8m (91.2ft)
Structure Number: 949908, Location: SE-19-T10NR2W (Lat: 40.840400, Lng: -90.657311), Route carried "under" structure: US 67, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 4,150 (year 2021), Truck Traffic: 20%, Features Intersected: US 67-FAP 310, Facility Carried by Structure: ATSF(004701C)
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 257.874, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 27.8m (91.2ft)