Bridge Statistics for Jacksonville, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 107Number of bridges
- 1,070ft / 326mTotal length
- $1,148,000Total costs
- 344,000Total average daily traffic
- 61,192Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Jacksonville
- No street view available for this location
- New bridges - historical statistics
- 61900-1909
- 21920-1929
- 21930-1939
- 21940-1949
- 51950-1959
- 61960-1969
- 331970-1979
- 101980-1989
- 271990-1999
- 112000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 21970-1979
- 21980-1989
- 31990-1999
- 12000-2009
- Bridge Condition - Deck
- 1.3%Excellent
- 6.7%Very good
- 53.3%Good
- 20.0%Satisfactory
- 10.7%Fair
- 6.7%Poor
- 1.3%Serious
- Bridge Condition - Superstructure
- 1.3%Excellent
- 17.3%Very good
- 37.3%Good
- 16.0%Satisfactory
- 18.7%Fair
- 8.0%Poor
- 1.3%Imminent failure
- Bridge Condition - Substructure
- 1.3%Excellent
- 22.7%Very good
- 25.3%Good
- 29.3%Satisfactory
- 14.7%Fair
- 4.0%Poor
- 2.7%Serious
- Bridge Condition - Channel
- 1.6%Excellent
- 24.2%Very good
- 25.8%Good
- 16.1%Satisfactory
- 27.4%Fair
- 4.8%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
Find on map >> Show street view
Structure Number: 690004, Location: 3.6M N WALNUT-J"VILL (Lat: 39.798392, Lng: -90.220108), Route carried "on" structure: State highway 78, Year Built: 1929, Year Reconstructed: 1965, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 2,550 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,921 (year 2032), Design Load: HS 20, Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 690004, Location: 3.6M N WALNUT-J"VILL (Lat: 39.798392, Lng: -90.220108), Route carried "on" structure: State highway 78, Year Built: 1929, Year Reconstructed: 1965, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 2,550 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,921 (year 2032), Design Load: HS 20, Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 690005, Location: .6M N WALNUT-J"VILLE (Lat: 39.754669, Lng: -90.229089), Route carried "on" structure: State highway 78, Year Built: 1927, Year Reconstructed: 2008, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 3,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,292 (year 2032), Design Load: HS 20, Features Intersected: MAUVAISE TERRE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.906, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 690005, Location: .6M N WALNUT-J"VILLE (Lat: 39.754669, Lng: -90.229089), Route carried "on" structure: State highway 78, Year Built: 1927, Year Reconstructed: 2008, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 3,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,292 (year 2032), Design Load: HS 20, Features Intersected: MAUVAISE TERRE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.906, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 690007, Location: 1.2M W IL267-JACKSNV (Lat: 39.723208, Lng: -90.252603), Route carried "on" structure: Business Interstate 72, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,939 (year 2032), Design Load: HS 20, Features Intersected: TOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.982, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 690007, Location: 1.2M W IL267-JACKSNV (Lat: 39.723208, Lng: -90.252603), Route carried "on" structure: Business Interstate 72, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 17,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,939 (year 2032), Design Load: HS 20, Features Intersected: TOWN BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.982, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 690009, Location: .7M E IL267-JACKSNVL (Lat: 39.723217, Lng: -90.217283), Route carried "on" structure: Business Interstate 72, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 11,700 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 6,638 (year 2032), Design Load: HS 20, Features Intersected: MAUVAISE TERRE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.024, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 690009, Location: .7M E IL267-JACKSNVL (Lat: 39.723217, Lng: -90.217283), Route carried "on" structure: Business Interstate 72, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 11,700 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 6,638 (year 2032), Design Load: HS 20, Features Intersected: MAUVAISE TERRE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.024, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 690019, Location: .5M S IL 78,JACKSVL (Lat: 39.745297, Lng: -90.273386), Route carried "on" structure: State highway 104, Year Built: 1961, Year Reconstructed: 2003, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,912 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.446, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), 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: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Bridge Improvement Cost: $677,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,016,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 690019, Location: .5M S IL 78,JACKSVL (Lat: 39.745297, Lng: -90.273386), Route carried "on" structure: State highway 104, Year Built: 1961, Year Reconstructed: 2003, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,912 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.446, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), 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: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.27m (17.29ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Bridge Improvement Cost: $677,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,016,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 69002, Location: 1MI S BUS I72/IL104 (Lat: 39.713469, Lng: -90.185308), Route carried "on" structure: State highway 104, Year Built: 1933, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,750 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 2,390 (year 2032), Design Load: H 15, Features Intersected: MAUVAISE TERRE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.923, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 69002, Location: 1MI S BUS I72/IL104 (Lat: 39.713469, Lng: -90.185308), Route carried "on" structure: State highway 104, Year Built: 1933, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,750 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 2,390 (year 2032), Design Load: H 15, Features Intersected: MAUVAISE TERRE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.923, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 690027, Location: E EDGE JACKSONVILLE (Lat: 39.747981, Lng: -90.212172), Route carried "on" structure: Other road , Year Built: 1959, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 372 (year 2032), Design Load: HS 20, Features Intersected: MAUVAISE TERRE CR, Facility Carried by Structure: CH 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 690027, Location: E EDGE JACKSONVILLE (Lat: 39.747981, Lng: -90.212172), Route carried "on" structure: Other road , Year Built: 1959, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 372 (year 2032), Design Load: HS 20, Features Intersected: MAUVAISE TERRE CR, Facility Carried by Structure: CH 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 690037, Location: 1.8MI SW I72/OLD36 (Lat: 39.701869, Lng: -90.189381), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 372 (year 2032), Design Load: HS 15, Features Intersected: FAI 72, Facility Carried by Structure: TR 195
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 690037, Location: 1.8MI SW I72/OLD36 (Lat: 39.701869, Lng: -90.189381), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 550 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 372 (year 2032), Design Load: HS 15, Features Intersected: FAI 72, Facility Carried by Structure: TR 195
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 690038, Location: 1.6MI SW I72/OLD36 (Lat: 39.703806, Lng: -90.186956), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,929 (year 2032), Design Load: HS 20+Mod, Features Intersected: S FK MAUVAISE TERRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.901, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 690038, Location: 1.6MI SW I72/OLD36 (Lat: 39.703806, Lng: -90.186956), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,929 (year 2032), Design Load: HS 20+Mod, Features Intersected: S FK MAUVAISE TERRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.901, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 690039, Location: 1.6MI SW I72/OLD36 (Lat: 39.703914, Lng: -90.186847), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,929 (year 2032), Design Load: HS 20+Mod, Features Intersected: S FK MAUVAISE TERRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.917, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 690039, Location: 1.6MI SW I72/OLD36 (Lat: 39.703914, Lng: -90.186847), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,929 (year 2032), Design Load: HS 20+Mod, Features Intersected: S FK MAUVAISE TERRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.917, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 69004, Location: 1.1MI SW I72/OLD36 (Lat: 39.709803, Lng: -90.180956), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 8.18m (26.84ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,929 (year 2032), Design Load: HS 20, Features Intersected: ILL 104 & B&N RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.786, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: 41.1 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 69004, Location: 1.1MI SW I72/OLD36 (Lat: 39.709803, Lng: -90.180956), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 8.18m (26.84ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,929 (year 2032), Design Load: HS 20, Features Intersected: ILL 104 & B&N RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.786, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: 41.1 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 690041, Location: 1.1MI SW I72/OLD36 (Lat: 39.709914, Lng: -90.180847), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 8.18m (26.84ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,929 (year 2032), Design Load: HS 20, Features Intersected: ILL 104 & B&N RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.803, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: 41.1 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 690041, Location: 1.1MI SW I72/OLD36 (Lat: 39.709914, Lng: -90.180847), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 8.18m (26.84ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,929 (year 2032), Design Load: HS 20, Features Intersected: ILL 104 & B&N RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.803, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: 41.1 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 690042, Location: 0.8MI SW I72/BUS I72 (Lat: 39.714075, Lng: -90.176667), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,929 (year 2032), Design Load: HS 20+Mod, Features Intersected: MAUVAISE TERRE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.334, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 690042, Location: 0.8MI SW I72/BUS I72 (Lat: 39.714075, Lng: -90.176667), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,929 (year 2032), Design Load: HS 20+Mod, Features Intersected: MAUVAISE TERRE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.334, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 690043, Location: 0.8MI SW I72/BUS I72 (Lat: 39.713947, Lng: -90.176794), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,929 (year 2032), Design Load: HS 20+Mod, Features Intersected: MAUVAISE TERRE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.318, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.9 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 690043, Location: 0.8MI SW I72/BUS I72 (Lat: 39.713947, Lng: -90.176794), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 4,900 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,929 (year 2032), Design Load: HS 20+Mod, Features Intersected: MAUVAISE TERRE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.318, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.9 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 690044, Location: I72/BUS I72 INT #68 (Lat: 39.723008, Lng: -90.168219), Route carried "on" structure: Business Interstate 72, Year Built: 1975, Year Reconstructed: 2003, Status: Open, Structure Length: 9.93m (32.58ft), Average Daily Traffic: 7,600 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 8,071 (year 2032), Design Load: HS 20, Features Intersected: FAI 72
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.224, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.9 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Built-up
Structure Number: 690044, Location: I72/BUS I72 INT #68 (Lat: 39.723008, Lng: -90.168219), Route carried "on" structure: Business Interstate 72, Year Built: 1975, Year Reconstructed: 2003, Status: Open, Structure Length: 9.93m (32.58ft), Average Daily Traffic: 7,600 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 8,071 (year 2032), Design Load: HS 20, Features Intersected: FAI 72
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.224, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 82.9 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Built-up
Find on map >> Show street view
Structure Number: 690047, Location: 1MI E I72/BUS I72 (Lat: 39.735081, Lng: -90.155503), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 106 (year 2032), Design Load: HS 15, Features Intersected: FAI 72, Facility Carried by Structure: TR 232
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 690047, Location: 1MI E I72/BUS I72 (Lat: 39.735081, Lng: -90.155503), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 106 (year 2032), Design Load: HS 15, Features Intersected: FAI 72, Facility Carried by Structure: TR 232
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 690048, Location: 1.1MI E I72/BUS I72 (Lat: 39.735408, Lng: -90.154250), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 7.30m (23.95ft), Average Daily Traffic: 7,500 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 6,584 (year 2032), Design Load: HS 20, Features Intersected: N FK MAUVAISE TERRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.440, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: 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: 54.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, 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 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 690048, Location: 1.1MI E I72/BUS I72 (Lat: 39.735408, Lng: -90.154250), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 7.30m (23.95ft), Average Daily Traffic: 7,500 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 6,584 (year 2032), Design Load: HS 20, Features Intersected: N FK MAUVAISE TERRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.440, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: 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: 54.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, 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 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 690049, Location: 1.1MI E I72/BUS I72 (Lat: 39.735489, Lng: -90.154097), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 7.30m (23.95ft), Average Daily Traffic: 7,500 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 6,584 (year 2032), Design Load: HS 20, Features Intersected: N FK MAUVAISE TERRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.456, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: 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: 54.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, 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 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 690049, Location: 1.1MI E I72/BUS I72 (Lat: 39.735489, Lng: -90.154097), Route carried "on" structure: Interstate 72, Year Built: 1975, Status: Open, Structure Length: 7.30m (23.95ft), Average Daily Traffic: 7,500 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 6,584 (year 2032), Design Load: HS 20, Features Intersected: N FK MAUVAISE TERRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.456, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: 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: 54.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, 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 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 69005, Location: 2.5MI E I72/BUS I72 (Lat: 39.738089, Lng: -90.126311), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: FAI 72, Facility Carried by Structure: TR 284
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.823, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.8m (107.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to 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: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 69005, Location: 2.5MI E I72/BUS I72 (Lat: 39.738089, Lng: -90.126311), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: FAI 72, Facility Carried by Structure: TR 284
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.823, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.8m (107.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to 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: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: 690055, Location: 2.75 MI W ILL 267 (Lat: 39.680239, Lng: -90.295233), Route carried "on" structure: Interstate 72, Year Built: 1977, Status: Open, Structure Length: 8.74m (28.67ft), Average Daily Traffic: 4,575 (year 2021), Truck Traffic: 34%, Average Future Daily Traffic: 3,292 (year 2032), Design Load: HS 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.634, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 690055, Location: 2.75 MI W ILL 267 (Lat: 39.680239, Lng: -90.295233), Route carried "on" structure: Interstate 72, Year Built: 1977, Status: Open, Structure Length: 8.74m (28.67ft), Average Daily Traffic: 4,575 (year 2021), Truck Traffic: 34%, Average Future Daily Traffic: 3,292 (year 2032), Design Load: HS 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.634, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 690056, Location: 2.75 MI W ILL 267 (Lat: 39.680239, Lng: -90.295417), Route carried "on" structure: Interstate 72, Year Built: 1977, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,575 (year 2021), Truck Traffic: 34%, Average Future Daily Traffic: 3,292 (year 2032), Design Load: HS 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.618, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 690056, Location: 2.75 MI W ILL 267 (Lat: 39.680239, Lng: -90.295417), Route carried "on" structure: Interstate 72, Year Built: 1977, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 4,575 (year 2021), Truck Traffic: 34%, Average Future Daily Traffic: 3,292 (year 2032), Design Load: HS 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 98.618, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 690072, Location: 5.2MN US67/I72/US36 (Lat: 39.752558, Lng: -90.304142), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: US 67/IL 104, Facility Carried by Structure: TR 96
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.846, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 690072, Location: 5.2MN US67/I72/US36 (Lat: 39.752558, Lng: -90.304142), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: US 67/IL 104, Facility Carried by Structure: TR 96
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.846, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 690073, Location: 4.7M N US67/I72/US36 (Lat: 39.748714, Lng: -90.295864), Route carried "on" structure: US 67, Year Built: 1998, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 4,850 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 2,416 (year 2032), Design Load: HS 20, Features Intersected: IL104EB & 104WB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.416, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.7m (41.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 690073, Location: 4.7M N US67/I72/US36 (Lat: 39.748714, Lng: -90.295864), Route carried "on" structure: US 67, Year Built: 1998, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 4,850 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 2,416 (year 2032), Design Load: HS 20, Features Intersected: IL104EB & 104WB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.416, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.7m (41.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.4m (93.2ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 690074, Location: 4.7M N US67/I72/US36 (Lat: 39.748803, Lng: -90.295925), Route carried "on" structure: US 67, Year Built: 1998, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 4,850 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 2,416 (year 2032), Design Load: HS 20, Features Intersected: IL104EB & 104WB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.432, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.7m (41.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 690074, Location: 4.7M N US67/I72/US36 (Lat: 39.748803, Lng: -90.295925), Route carried "on" structure: US 67, Year Built: 1998, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 4,850 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 2,416 (year 2032), Design Load: HS 20, Features Intersected: IL104EB & 104WB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.432, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.7m (41.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 690075, Location: 4.5M N US67/I72/US36 (Lat: 39.745481, Lng: -90.294994), Route carried "on" structure: US 67, Year Built: 1998, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 4,850 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 2,416 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 690075, Location: 4.5M N US67/I72/US36 (Lat: 39.745481, Lng: -90.294994), Route carried "on" structure: US 67, Year Built: 1998, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 4,850 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 2,416 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 690076, Location: 4.5M N US67/I72/US36 (Lat: 39.745633, Lng: -90.294992), Route carried "on" structure: US 67, Year Built: 1998, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 4,850 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 2,416 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.046, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 690076, Location: 4.5M N US67/I72/US36 (Lat: 39.745633, Lng: -90.294992), Route carried "on" structure: US 67, Year Built: 1998, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 4,850 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 2,416 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.046, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 690077, Location: 3.9M N US67/I72/US36 (Lat: 39.737994, Lng: -90.295181), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 319 (year 2032), Design Load: HS 20, Features Intersected: US 67, Facility Carried by Structure: TR 157
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 690077, Location: 3.9M N US67/I72/US36 (Lat: 39.737994, Lng: -90.295181), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 319 (year 2032), Design Load: HS 20, Features Intersected: US 67, Facility Carried by Structure: TR 157
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 690078, Location: 2.6M N US67/I72/US36 (Lat: 39.719964, Lng: -90.295117), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 7.55m (24.77ft), Average Daily Traffic: 6,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,823 (year 2032), Design Load: HS 20, Features Intersected: US 67, Facility Carried by Structure: BUS I 72/MORTON AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.987, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.1m (128.3ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 690078, Location: 2.6M N US67/I72/US36 (Lat: 39.719964, Lng: -90.295117), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 7.55m (24.77ft), Average Daily Traffic: 6,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 3,823 (year 2032), Design Load: HS 20, Features Intersected: US 67, Facility Carried by Structure: BUS I 72/MORTON AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.987, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.1m (128.3ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 690079, Location: 1.4M N US67/I72/US36 (Lat: 39.701586, Lng: -90.295164), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 7.34m (24.08ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 186 (year 2032), Design Load: HS 20, Features Intersected: US 67, Facility Carried by Structure: TR 187
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.7m (120.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 690079, Location: 1.4M N US67/I72/US36 (Lat: 39.701586, Lng: -90.295164), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 7.34m (24.08ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 186 (year 2032), Design Load: HS 20, Features Intersected: US 67, Facility Carried by Structure: TR 187
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.7m (120.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 690501, Location: 1.7M W I-72/US 36 (Lat: 39.723489, Lng: -90.200533), Route carried "on" structure: Business Interstate 72, Year Built: 2002, Status: Open, Structure Length: 10.53m (34.55ft), Average Daily Traffic: 8,350 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 8,018 (year 2032), Design Load: HS 20, Features Intersected: BN RR, Facility Carried by Structure: OLD US 36/MORTON A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.456, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 690501, Location: 1.7M W I-72/US 36 (Lat: 39.723489, Lng: -90.200533), Route carried "on" structure: Business Interstate 72, Year Built: 2002, Status: Open, Structure Length: 10.53m (34.55ft), Average Daily Traffic: 8,350 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 8,018 (year 2032), Design Load: HS 20, Features Intersected: BN RR, Facility Carried by Structure: OLD US 36/MORTON A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.456, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 690505, Location: 0.50 MI S I 72/US 36 (Lat: 39.673433, Lng: -90.294819), Route carried "on" structure: US 67, Year Built: 2004, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 5,350 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,708 (year 2032), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.032, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 690505, Location: 0.50 MI S I 72/US 36 (Lat: 39.673433, Lng: -90.294819), Route carried "on" structure: US 67, Year Built: 2004, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 5,350 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,708 (year 2032), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.032, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 690506, Location: 0.50 MI S I 72/US 36 (Lat: 39.673572, Lng: -90.294817), Route carried "on" structure: US 67, Year Built: 2004, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 5,350 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,708 (year 2032), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.048, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 690506, Location: 0.50 MI S I 72/US 36 (Lat: 39.673572, Lng: -90.294817), Route carried "on" structure: US 67, Year Built: 2004, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 5,350 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 2,708 (year 2032), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.048, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 690521, Location: .3M N MORTON-JACKSVL (Lat: 39.726989, Lng: -90.274047), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,381 (year 2032), Design Load: HS 20, Features Intersected: IL 104, Facility Carried by Structure: MOUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 690521, Location: .3M N MORTON-JACKSVL (Lat: 39.726989, Lng: -90.274047), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 4.47m (14.67ft), Average Daily Traffic: 1,500 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,381 (year 2032), Design Load: HS 20, Features Intersected: IL 104, Facility Carried by Structure: MOUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 692, Location: 2.25M E I-72 INTCHG (Lat: 39.723989, Lng: -90.124636), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 950 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 956 (year 2032), Design Load: H 20, Features Intersected: MAUVAISE TERRE CR, Facility Carried by Structure: OLD US 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.717, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, 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: 692, Location: 2.25M E I-72 INTCHG (Lat: 39.723989, Lng: -90.124636), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 950 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 956 (year 2032), Design Load: H 20, Features Intersected: MAUVAISE TERRE CR, Facility Carried by Structure: OLD US 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.717, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, 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
Find on map >> Show street view
Structure Number: 692009, Location: 4.2M N US67/I72/US36 (Lat: 39.742400, Lng: -90.294981), Route carried "on" structure: US 67, Year Built: 1998, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 4,850 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 4,832 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.692, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Skew: 15 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.9m (19.4ft)
Condition: Channel: Very good, Culverts: 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: 89.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
Structure Number: 692009, Location: 4.2M N US67/I72/US36 (Lat: 39.742400, Lng: -90.294981), Route carried "on" structure: US 67, Year Built: 1998, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 4,850 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 4,832 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.692, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Skew: 15 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.9m (19.4ft)
Condition: Channel: Very good, Culverts: 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: 89.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020
Find on map >> Show street view
Structure Number: 69201, Location: 3.7M N US67/I72/US36 (Lat: 39.736300, Lng: -90.294956), Route carried "on" structure: US 67, Year Built: 1998, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 4,850 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 4,832 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.016, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: 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: 59.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
Structure Number: 69201, Location: 3.7M N US67/I72/US36 (Lat: 39.736300, Lng: -90.294956), Route carried "on" structure: US 67, Year Built: 1998, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 4,850 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 4,832 (year 2032), Design Load: HS 20, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.016, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: 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: 59.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020
Find on map >> Show street view
Structure Number: 693055, Location: 3 MI W JACKSONVILLE (Lat: 39.736647, Lng: -90.327731), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 186 (year 2032), Design Load: HS 15, Features Intersected: WILLOW CRK., Facility Carried by Structure: TR 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.320, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.8 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 693055, Location: 3 MI W JACKSONVILLE (Lat: 39.736647, Lng: -90.327731), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 186 (year 2032), Design Load: HS 15, Features Intersected: WILLOW CRK., Facility Carried by Structure: TR 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.320, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.8 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 693061, Location: 2.5 M.N.W. JACKSONVI (Lat: 39.760161, Lng: -90.303964), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1982, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 212 (year 2032), Design Load: HS 20, Features Intersected: MAUVAISE CRK, Facility Carried by Structure: TR 96
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 693061, Location: 2.5 M.N.W. JACKSONVI (Lat: 39.760161, Lng: -90.303964), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1982, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 175 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 212 (year 2032), Design Load: HS 20, Features Intersected: MAUVAISE CRK, Facility Carried by Structure: TR 96
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 693088, Location: 3.5 MI E JACKSONVILL (Lat: 39.730875, Lng: -90.135056), Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 2.09m (6.86ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: Creek, Facility Carried by Structure: TR-179
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 693088, Location: 3.5 MI E JACKSONVILL (Lat: 39.730875, Lng: -90.135056), Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 2.09m (6.86ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 53 (year 2032), Design Load: HS 15, Features Intersected: Creek, Facility Carried by Structure: TR-179
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel