Bridge Statistics for Harrison, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 141ft / 42.7mTotal length
- 22,550Total average daily traffic
- 1,617Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Harrison
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11960-1969
- 11970-1979
- 61980-1989
- 61990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 80.0%Very good
- 13.3%Good
- 6.7%Satisfactory
- Bridge Condition - Superstructure
- 86.7%Very good
- 6.7%Good
- 6.7%Satisfactory
- Bridge Condition - Substructure
- 93.3%Very good
- 6.7%Satisfactory
- Bridge Condition - Channel
- 73.3%Very good
- 26.7%Good
Find on map >> Show street view
Structure Number: 390077, Location: 2 MI S OF IL 4 (Lat: 37.832381, Lng: -89.322192), Route carried "on" structure: State highway 13, Year Built: 2017, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 4,550 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,733 (year 2032), Design Load: HS 25 or greater, Features Intersected: BEAUCOUP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.999, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), 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: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 390077, Location: 2 MI S OF IL 4 (Lat: 37.832381, Lng: -89.322192), Route carried "on" structure: State highway 13, Year Built: 2017, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 4,550 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 5,733 (year 2032), Design Load: HS 25 or greater, Features Intersected: BEAUCOUP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.999, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.5m (123.0ft), 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: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: May 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: 393014, Location: SW1/4 SEC 20-8-2 (Lat: 37.808122, Lng: -89.354550), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,600 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 3,604 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: FAS1918 CH7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.107, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 393014, Location: SW1/4 SEC 20-8-2 (Lat: 37.808122, Lng: -89.354550), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,600 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 3,604 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: FAS1918 CH7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.107, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 393138, Location: 0.5 MI N OF CH-7 (Lat: 37.835183, Lng: -89.400739), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 382 (year 2032), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: CH 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 393138, Location: 0.5 MI N OF CH-7 (Lat: 37.835183, Lng: -89.400739), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 382 (year 2032), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: CH 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 393173, Location: CENTER SEC.17-8-2 (Lat: 37.828472, Lng: -89.352167), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 125 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 137 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.232, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 393173, Location: CENTER SEC.17-8-2 (Lat: 37.828472, Lng: -89.352167), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 125 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 137 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.232, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 393188, Location: EAST LINE SEC 29-8-2 (Lat: 37.796714, Lng: -89.341942), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 1,150 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 1,092 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 189
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 393188, Location: EAST LINE SEC 29-8-2 (Lat: 37.796714, Lng: -89.341942), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 1,150 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 1,092 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 189
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 393189, Location: SE 1/4 SEC 20-8-2 (Lat: 37.807675, Lng: -89.346575), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 3,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 3,331 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: AVA BLTP-FAS1918
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.815, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 393189, Location: SE 1/4 SEC 20-8-2 (Lat: 37.807675, Lng: -89.346575), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 3,200 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 3,331 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: AVA BLTP-FAS1918
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.815, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 393191, Location: 1.5 MI N OF AVA BLTP (Lat: 37.838075, Lng: -89.390703), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 164 (year 2032), Design Load: HS 20, Features Intersected: CAMP CR TRIB, Facility Carried by Structure: TR 170
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 393191, Location: 1.5 MI N OF AVA BLTP (Lat: 37.838075, Lng: -89.390703), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 164 (year 2032), Design Load: HS 20, Features Intersected: CAMP CR TRIB, Facility Carried by Structure: TR 170
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 393193, Location: W1/2 SEC 13 T8S R3W (Lat: 37.826189, Lng: -89.391419), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 164 (year 2032), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: TR 170
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 393193, Location: W1/2 SEC 13 T8S R3W (Lat: 37.826189, Lng: -89.391419), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 164 (year 2032), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: TR 170
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 393199, Location: NEARS.LINESEC.23-8-2 (Lat: 37.803081, Lng: -89.293608), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 410 (year 2032), Design Load: HS 20, Features Intersected: BEAUCOUP CREEK, Facility Carried by Structure: CH 15-KIMMEL BR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 393199, Location: NEARS.LINESEC.23-8-2 (Lat: 37.803081, Lng: -89.293608), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 410 (year 2032), Design Load: HS 20, Features Intersected: BEAUCOUP CREEK, Facility Carried by Structure: CH 15-KIMMEL BR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 393211, Location: 0.5 MI N OF FAS 1918 (Lat: 37.816447, Lng: -89.364783), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 175 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 191 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 198
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 393211, Location: 0.5 MI N OF FAS 1918 (Lat: 37.816447, Lng: -89.364783), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 175 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 191 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: TR 198
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 393212, Location: 2.75 MI N OF AVA RD (Lat: 37.847811, Lng: -89.359344), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 137 (year 2032), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: TR 202 (SAUPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 393212, Location: 2.75 MI N OF AVA RD (Lat: 37.847811, Lng: -89.359344), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 137 (year 2032), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: TR 202 (SAUPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 393219, Location: 0.5 MI E FAS 1918 (Lat: 37.840236, Lng: -89.390767), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 164 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CAMP CREEK, Facility Carried by Structure: TR 170-CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 393219, Location: 0.5 MI E FAS 1918 (Lat: 37.840236, Lng: -89.390767), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 164 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO CAMP CREEK, Facility Carried by Structure: TR 170-CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 393227, Location: 0.33 MI N AVA ROAD (Lat: 37.812664, Lng: -89.350983), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 137 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: MCLAUGHLIN RD-TR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.051, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 393227, Location: 0.33 MI N AVA ROAD (Lat: 37.812664, Lng: -89.350983), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 137 (year 2032), Design Load: HS 20, Features Intersected: POND CREEK, Facility Carried by Structure: MCLAUGHLIN RD-TR 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.051, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 39324, Location: NW CORN SEC 7-8-2 (Lat: 37.846983, Lng: -89.376956), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 55 (year 2032), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: TR 121 MAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 39324, Location: NW CORN SEC 7-8-2 (Lat: 37.846983, Lng: -89.376956), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 55 (year 2032), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: TR 121 MAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 39327, Location: 1 MI N OF IL 149 (Lat: 37.798222, Lng: -89.312786), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 175 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 355 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB TO BIG MUDDY, Facility Carried by Structure: MAES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 39327, Location: 1 MI N OF IL 149 (Lat: 37.798222, Lng: -89.312786), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 175 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 355 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB TO BIG MUDDY, Facility Carried by Structure: MAES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 390059, Location: 0.2 MI N JACKSON SQ (Lat: 37.792392, Lng: -89.325219), Route carried "under" structure: State highway 13, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 5,850 (year 2021), Truck Traffic: 9%, Features Intersected: ILL 13 & 127, Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 127.505, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 34.0m (111.5ft)
Structure Number: 390059, Location: 0.2 MI N JACKSON SQ (Lat: 37.792392, Lng: -89.325219), Route carried "under" structure: State highway 13, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 5,850 (year 2021), Truck Traffic: 9%, Features Intersected: ILL 13 & 127, Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 127.505, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 34.0m (111.5ft)
Find on map >> Show street view
Structure Number: 399912, Location: N 14TH - MURPHYSBORO (Lat: 37.789564, Lng: -89.336750), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 2,350 (year 2018), Truck Traffic: 9%, Features Intersected: BUS RTE 13, Facility Carried by Structure: UP UNION PACIFIC R
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 2.173, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.8m (28.9ft)
Structure Number: 399912, Location: N 14TH - MURPHYSBORO (Lat: 37.789564, Lng: -89.336750), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 2,350 (year 2018), Truck Traffic: 9%, Features Intersected: BUS RTE 13, Facility Carried by Structure: UP UNION PACIFIC R
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 2.173, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.8m (28.9ft)
Find on map >> Show street view
Structure Number: 399922, Location: 0.75 MI N OF IL 149 (Lat: 37.797939, Lng: -89.312861), Route carried "under" structure: County highway , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 175 (year 2017), Truck Traffic: 6%, Features Intersected: TR 248, Facility Carried by Structure: MO PAC RR
Minimum Vertical Clearance: 8.61m (28.25ft), Kilometerpoint: 0.805, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 9.1m (29.9ft)
Structure Number: 399922, Location: 0.75 MI N OF IL 149 (Lat: 37.797939, Lng: -89.312861), Route carried "under" structure: County highway , Year Built: 1988, Structure Length: 0. m, Average Daily Traffic: 175 (year 2017), Truck Traffic: 6%, Features Intersected: TR 248, Facility Carried by Structure: MO PAC RR
Minimum Vertical Clearance: 8.61m (28.25ft), Kilometerpoint: 0.805, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 9.1m (29.9ft)