Bridge Statistics for Danville, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 203ft / 61.7mTotal length
- 80,088Total average daily traffic
- 28,118Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Danville
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 22000-2009
- 42010-2019
- 22020-2022
- Bridge Condition - Deck
- 33.3%Excellent
- 33.3%Very good
- 33.3%Good
- Bridge Condition - Superstructure
- 33.3%Excellent
- 33.3%Very good
- 16.7%Good
- 16.7%Satisfactory
- Bridge Condition - Substructure
- 66.7%Excellent
- 16.7%Very good
- 16.7%Good
- Bridge Condition - Channel
- 28.6%Excellent
- 14.3%Very good
- 28.6%Good
- 28.6%Satisfactory
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Structure Number: 30827, Location: S 34 T 48 N R 6 W (Lat: 38.888236, Lng: -91.574989), Route carried "on" structure: State highway N, Year Built: 2005, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 361 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 523 (year 2041), Design Load: HS 20, Features Intersected: LOUTRE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.289, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30827, Location: S 34 T 48 N R 6 W (Lat: 38.888236, Lng: -91.574989), Route carried "on" structure: State highway N, Year Built: 2005, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 361 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 523 (year 2041), Design Load: HS 20, Features Intersected: LOUTRE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.289, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32528, Location: S 2 T 47 N R 6 W (Lat: 38.870611, Lng: -91.561194), Route carried "on" structure: County highway 276, Year Built: 2008, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2041), Features Intersected: TRIB OF LOUTRE RVR, Facility Carried by Structure: TURKEY RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 32528, Location: S 2 T 47 N R 6 W (Lat: 38.870611, Lng: -91.561194), Route carried "on" structure: County highway 276, Year Built: 2008, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2041), Features Intersected: TRIB OF LOUTRE RVR, Facility Carried by Structure: TURKEY RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 35771, Location: S 25 T 48 N R 6 W (Lat: 38.907472, Lng: -91.540797), Route carried "on" structure: State highway 161, Year Built: 2018, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 2,530 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,922 (year 2041), Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.894, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35771, Location: S 25 T 48 N R 6 W (Lat: 38.907472, Lng: -91.540797), Route carried "on" structure: State highway 161, Year Built: 2018, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 2,530 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,922 (year 2041), Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.894, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 36067, Location: S 27 T 48 N R 6 W (Lat: 38.900619, Lng: -91.581789), Route carried "on" structure: Interstate 70, Year Built: 2019, Status: Open, Structure Length: 18.24m (59.84ft), Average Daily Traffic: 18,534 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 35,215 (year 2041), Features Intersected: LOUTRE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.752, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36067, Location: S 27 T 48 N R 6 W (Lat: 38.900619, Lng: -91.581789), Route carried "on" structure: Interstate 70, Year Built: 2019, Status: Open, Structure Length: 18.24m (59.84ft), Average Daily Traffic: 18,534 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 35,215 (year 2041), Features Intersected: LOUTRE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.752, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 36345, Location: S 13 T 48 N R 6 W (Lat: 38.936689, Lng: -91.526511), Route carried "on" structure: State highway 161, Year Built: 2020, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 2,530 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,922 (year 2041), Features Intersected: SMITH BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.770, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36345, Location: S 13 T 48 N R 6 W (Lat: 38.936689, Lng: -91.526511), Route carried "on" structure: State highway 161, Year Built: 2020, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 2,530 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,922 (year 2041), Features Intersected: SMITH BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.770, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 36676, Location: S 27 T 48 N R 6 W (Lat: 38.900108, Lng: -91.581522), Route carried "on" structure: Interstate 70, Year Built: 2021, Status: Open, Structure Length: 18.24m (59.84ft), Average Daily Traffic: 20,412 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 38,783 (year 2041), Features Intersected: LOUTRE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.460, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36676, Location: S 27 T 48 N R 6 W (Lat: 38.900108, Lng: -91.581522), Route carried "on" structure: Interstate 70, Year Built: 2021, Status: Open, Structure Length: 18.24m (59.84ft), Average Daily Traffic: 20,412 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 38,783 (year 2041), Features Intersected: LOUTRE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.460, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7819, Location: S 3 T 47 N R 6 W (Lat: 38.866056, Lng: -91.571308), Route carried "on" structure: State highway J, Year Built: 1955, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 116 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 168 (year 2041), Design Load: H 10, Features Intersected: FINCH BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.717, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 7819, Location: S 3 T 47 N R 6 W (Lat: 38.866056, Lng: -91.571308), Route carried "on" structure: State highway J, Year Built: 1955, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 116 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 168 (year 2041), Design Load: H 10, Features Intersected: FINCH BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.717, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 7865, Location: S 34 T 48 N R 6 W (Lat: 38.887356, Lng: -91.571664), Route carried "on" structure: State highway J, Year Built: 1955, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 116 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 168 (year 2041), Design Load: H 10, Features Intersected: SALLES BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.093, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 7865, Location: S 34 T 48 N R 6 W (Lat: 38.887356, Lng: -91.571664), Route carried "on" structure: State highway J, Year Built: 1955, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 116 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 168 (year 2041), Design Load: H 10, Features Intersected: SALLES BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.093, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 35771, Location: S 25 T 48 N R 6 W (Lat: 38.907472, Lng: -91.540797), Route carried "under" structure: Interstate 70, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 15,027 (year 2021), Truck Traffic: 38%, Features Intersected: IS 70, Facility Carried by Structure: MO 161 S
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 128.178, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 35771, Location: S 25 T 48 N R 6 W (Lat: 38.907472, Lng: -91.540797), Route carried "under" structure: Interstate 70, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 15,027 (year 2021), Truck Traffic: 38%, Features Intersected: IS 70, Facility Carried by Structure: MO 161 S
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 128.178, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 35771, Location: S 25 T 48 N R 6 W (Lat: 38.907472, Lng: -91.540797), Route carried "under" structure: Interstate 70, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 20,412 (year 2021), Truck Traffic: 36%, Features Intersected: IS 70, Facility Carried by Structure: MO 161 S
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 274.196, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 35771, Location: S 25 T 48 N R 6 W (Lat: 38.907472, Lng: -91.540797), Route carried "under" structure: Interstate 70, Year Built: 2018, Structure Length: 0. m, Average Daily Traffic: 20,412 (year 2021), Truck Traffic: 36%, Features Intersected: IS 70, Facility Carried by Structure: MO 161 S
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 274.196, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 20.4m (66.9ft)