Bridge Statistics for Taos, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 33Number of bridges
- 509ft / 155mTotal length
- $186,000Total costs
- 83,334Total average daily traffic
- 11,647Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Taos
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 21960-1969
- 21970-1979
- 41980-1989
- 81990-1999
- 52000-2009
- 102010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 6.3%Excellent
- 12.5%Very good
- 43.8%Good
- 37.5%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Excellent
- 18.8%Very good
- 43.8%Good
- 6.3%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 18.8%Excellent
- 12.5%Very good
- 37.5%Good
- 25.0%Satisfactory
- 6.3%Poor
- Bridge Condition - Channel
- 28.6%Good
- 38.1%Satisfactory
- 28.6%Fair
- 4.8%Poor
- Bridge Condition - Culverts
- 11.1%Very good
- 22.2%Good
- 55.6%Satisfactory
- 11.1%Fair
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Structure Number: 1177, Location: S 10 T 43 N R 10 W (Lat: 38.492511, Lng: -92.009239), Route carried "on" structure: US 50, Year Built: 1998, Status: Open, Structure Length: 34.17m (112.11ft), Average Daily Traffic: 6,801 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 11,902 (year 2041), Design Load: HS 25 or greater, Features Intersected: OSAGE RVR, CRD CONSERVAT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 244.194, 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: 4, Number Of Approach Spans: 5, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1177, Location: S 10 T 43 N R 10 W (Lat: 38.492511, Lng: -92.009239), Route carried "on" structure: US 50, Year Built: 1998, Status: Open, Structure Length: 34.17m (112.11ft), Average Daily Traffic: 6,801 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 11,902 (year 2041), Design Load: HS 25 or greater, Features Intersected: OSAGE RVR, CRD CONSERVAT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 244.194, 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: 4, Number Of Approach Spans: 5, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2018, 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: 11827, Location: S 10 T 43 N R 10 W (Lat: 38.492994, Lng: -92.008983), Route carried "on" structure: US 50, Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 36.61m (120.11ft), Average Daily Traffic: 6,653 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 11,643 (year 2041), Design Load: HS 25 or greater, Features Intersected: OSAGE RVR, CRD CONSERVAT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.970, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 6, Length of Maximum Span: 56.4m (185.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11827, Location: S 10 T 43 N R 10 W (Lat: 38.492994, Lng: -92.008983), Route carried "on" structure: US 50, Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 36.61m (120.11ft), Average Daily Traffic: 6,653 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 11,643 (year 2041), Design Load: HS 25 or greater, Features Intersected: OSAGE RVR, CRD CONSERVAT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.970, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 6, Length of Maximum Span: 56.4m (185.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2018, 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: 11932, Location: S 10 T 43 N R 10 W (Lat: 38.491131, Lng: -92.002625), Route carried "on" structure: US 50, Year Built: 2000, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 4,694 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 8,215 (year 2041), Design Load: HS 25 or greater, Features Intersected: RP US50W TO US63S, US 63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 244.902, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.6m (149.6ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Satisfactory, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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: Monolithic Concrete, Deck Protection: Internally Sealed
Structure Number: 11932, Location: S 10 T 43 N R 10 W (Lat: 38.491131, Lng: -92.002625), Route carried "on" structure: US 50, Year Built: 2000, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 4,694 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 8,215 (year 2041), Design Load: HS 25 or greater, Features Intersected: RP US50W TO US63S, US 63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 244.902, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.6m (149.6ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Satisfactory, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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: Monolithic Concrete, Deck Protection: Internally Sealed
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Structure Number: 11933, Location: S 10 T 43 N R 10 W (Lat: 38.491131, Lng: -92.002614), Route carried "on" structure: US 63, Year Built: 2000, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 4,002 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 7,004 (year 2041), Design Load: HS 25 or greater, Features Intersected: RP US50W TO US63S
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 282.255, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: Monolithic Concrete, Deck Protection: Internally Sealed
Structure Number: 11933, Location: S 10 T 43 N R 10 W (Lat: 38.491131, Lng: -92.002614), Route carried "on" structure: US 63, Year Built: 2000, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 4,002 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 7,004 (year 2041), Design Load: HS 25 or greater, Features Intersected: RP US50W TO US63S
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 282.255, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: Monolithic Concrete, Deck Protection: Internally Sealed
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Structure Number: 13078, Location: S 26 T 44 N R 10 W (Lat: 38.527722, Lng: -92.001389), Route carried "on" structure: County highway 28, Year Built: 1940, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 84 (year 2041), Features Intersected: JAEGER CR, Facility Carried by Structure: COUNTY RD 412
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13078, Location: S 26 T 44 N R 10 W (Lat: 38.527722, Lng: -92.001389), Route carried "on" structure: County highway 28, Year Built: 1940, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 84 (year 2041), Features Intersected: JAEGER CR, Facility Carried by Structure: COUNTY RD 412
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13081, Location: S 36 T 44 N R 10 W (Lat: 38.518019, Lng: -91.979531), Route carried "on" structure: County highway 28, Year Built: 1940, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 140 (year 2041), Features Intersected: BR OF CADET CR, Facility Carried by Structure: COUNTY RD 412
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13081, Location: S 36 T 44 N R 10 W (Lat: 38.518019, Lng: -91.979531), Route carried "on" structure: County highway 28, Year Built: 1940, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 140 (year 2041), Features Intersected: BR OF CADET CR, Facility Carried by Structure: COUNTY RD 412
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15384, Location: S 36 T 44 N R 11 W (Lat: 38.518203, Lng: -92.089997), Route carried "on" structure: County highway 92, Year Built: 1991, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 255 (year 2039), Design Load: HS 20, Features Intersected: RISING CR, Facility Carried by Structure: SHAMROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 15384, Location: S 36 T 44 N R 11 W (Lat: 38.518203, Lng: -92.089997), Route carried "on" structure: County highway 92, Year Built: 1991, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 255 (year 2039), Design Load: HS 20, Features Intersected: RISING CR, Facility Carried by Structure: SHAMROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 15753, Location: S 9 T 43 N R 10 W (Lat: 38.489472, Lng: -92.025500), Route carried "on" structure: County highway 98, Year Built: 1983, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 136 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 231 (year 2039), Features Intersected: TRIBUTARY TO OSAGE, Facility Carried by Structure: BIG MEADOWS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15753, Location: S 9 T 43 N R 10 W (Lat: 38.489472, Lng: -92.025500), Route carried "on" structure: County highway 98, Year Built: 1983, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 136 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 231 (year 2039), Features Intersected: TRIBUTARY TO OSAGE, Facility Carried by Structure: BIG MEADOWS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.380, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15811, Location: S 24 T 43 N R 11 W (Lat: 38.466750, Lng: -92.092653), Route carried "on" structure: County highway 100, Year Built: 1987, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 85 (year 2039), Design Load: H 20, Features Intersected: TRIB OF OSAGE RVR, Facility Carried by Structure: BODE FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum 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 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15811, Location: S 24 T 43 N R 11 W (Lat: 38.466750, Lng: -92.092653), Route carried "on" structure: County highway 100, Year Built: 1987, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 85 (year 2039), Design Load: H 20, Features Intersected: TRIB OF OSAGE RVR, Facility Carried by Structure: BODE FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum 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 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15909, Location: S 33 T 44 N R 11 W (Lat: 38.511783, Lng: -92.135650), Route carried "on" structure: County highway 103, Year Built: 1989, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,020 (year 2039), Design Load: HS 20, Features Intersected: COON CR, Facility Carried by Structure: BALD HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 15909, Location: S 33 T 44 N R 11 W (Lat: 38.511783, Lng: -92.135650), Route carried "on" structure: County highway 103, Year Built: 1989, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,020 (year 2039), Design Load: HS 20, Features Intersected: COON CR, Facility Carried by Structure: BALD HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 18994, Location: S 26 T 62 N R 17 W (Lat: 40.145208, Lng: -92.779831), Route carried "on" structure: County highway 207, Year Built: 1994, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: LONG TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18994, Location: S 26 T 62 N R 17 W (Lat: 40.145208, Lng: -92.779831), Route carried "on" structure: County highway 207, Year Built: 1994, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: LONG TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19054, Location: S 26 T 61 N R 25 W (Lat: 40.046044, Lng: -93.676142), Route carried "on" structure: County highway 209, Year Built: 1994, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Features Intersected: E WOLF CR, Facility Carried by Structure: SW 20TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19054, Location: S 26 T 61 N R 25 W (Lat: 40.046044, Lng: -93.676142), Route carried "on" structure: County highway 209, Year Built: 1994, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Features Intersected: E WOLF CR, Facility Carried by Structure: SW 20TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19383, Location: S 5 T 46 N R 25 W (Lat: 38.807981, Lng: -93.690569), Route carried "on" structure: County highway 219, Year Built: 1995, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 78 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 125 (year 2041), Design Load: HS 20, Features Intersected: BLACKWATER RVR, Facility Carried by Structure: CO RD NE 251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19383, Location: S 5 T 46 N R 25 W (Lat: 38.807981, Lng: -93.690569), Route carried "on" structure: County highway 219, Year Built: 1995, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 78 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 125 (year 2041), Design Load: HS 20, Features Intersected: BLACKWATER RVR, Facility Carried by Structure: CO RD NE 251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 195, Location: S 14 T 38 N R 7 E (Lat: 38.004489, Lng: -90.226694), Route carried "on" structure: State highway Y, Year Built: 1970, Year Reconstructed: 1984, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,486 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,080 (year 2041), Design Load: H 15, Features Intersected: FOURCHE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.743, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 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: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed
Structure Number: 195, Location: S 14 T 38 N R 7 E (Lat: 38.004489, Lng: -90.226694), Route carried "on" structure: State highway Y, Year Built: 1970, Year Reconstructed: 1984, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,486 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,080 (year 2041), Design Load: H 15, Features Intersected: FOURCHE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.743, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 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: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed
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Structure Number: 2727, Location: S 4 T 43 N R 10 W (Lat: 38.507683, Lng: -92.030903), Route carried "on" structure: US 50, Year Built: 1977, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 6,326 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 11,071 (year 2041), Design Load: HS 20, Features Intersected: SANFORD CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.754, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: July 2020
Structure Number: 2727, Location: S 4 T 43 N R 10 W (Lat: 38.507683, Lng: -92.030903), Route carried "on" structure: US 50, Year Built: 1977, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 6,326 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 11,071 (year 2041), Design Load: HS 20, Features Intersected: SANFORD CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.754, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: July 2020
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Structure Number: 28134, Location: S 6 T 43 N R 10 W (Lat: 38.506639, Lng: -92.062056), Route carried "on" structure: County highway 96, Year Built: 1997, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2039), Design Load: HS 20, Features Intersected: SANFORD CR, Facility Carried by Structure: STONEY GAP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 28134, Location: S 6 T 43 N R 10 W (Lat: 38.506639, Lng: -92.062056), Route carried "on" structure: County highway 96, Year Built: 1997, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2039), Design Load: HS 20, Features Intersected: SANFORD CR, Facility Carried by Structure: STONEY GAP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 28138, Location: S 15 T 43 N R 11 W (Lat: 38.473644, Lng: -92.122814), Route carried "on" structure: County highway 101, Year Built: 1997, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2039), Design Load: HS 20, Features Intersected: TRIB OF OSAGE RIVE, Facility Carried by Structure: LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 28138, Location: S 15 T 43 N R 11 W (Lat: 38.473644, Lng: -92.122814), Route carried "on" structure: County highway 101, Year Built: 1997, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2039), Design Load: HS 20, Features Intersected: TRIB OF OSAGE RIVE, Facility Carried by Structure: LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 34193, Location: S 2 T 43 N R 10 W (Lat: 38.494333, Lng: -91.980892), Route carried "on" structure: US 50, Year Built: 2012, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 10,754 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 18,820 (year 2041), Features Intersected: UNNAMED TRIB OF MA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 246.890, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 24 months, Inspection Date: December 2020
Structure Number: 34193, Location: S 2 T 43 N R 10 W (Lat: 38.494333, Lng: -91.980892), Route carried "on" structure: US 50, Year Built: 2012, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 10,754 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 18,820 (year 2041), Features Intersected: UNNAMED TRIB OF MA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 246.890, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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 24 months, Inspection Date: December 2020
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Structure Number: 34194, Location: S 2 T 43 N R 10 W (Lat: 38.494494, Lng: -91.977483), Route carried "on" structure: State highway A, Year Built: 2012, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 2,103 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,049 (year 2041), Features Intersected: UNNAMED TRIB OF MA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.867, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Good, 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 24 months, Inspection Date: December 2020
Structure Number: 34194, Location: S 2 T 43 N R 10 W (Lat: 38.494494, Lng: -91.977483), Route carried "on" structure: State highway A, Year Built: 2012, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 2,103 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,049 (year 2041), Features Intersected: UNNAMED TRIB OF MA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.867, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Good, 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 24 months, Inspection Date: December 2020
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Structure Number: 34195, Location: S 2 T 43 N R 10 W (Lat: 38.494383, Lng: -91.986989), Route carried "on" structure: US 50, Year Built: 2012, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 5,342 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 9,349 (year 2041), Features Intersected: MARIES RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 246.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34195, Location: S 2 T 43 N R 10 W (Lat: 38.494383, Lng: -91.986989), Route carried "on" structure: US 50, Year Built: 2012, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 5,342 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 9,349 (year 2041), Features Intersected: MARIES RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 246.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2019, 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: 34196, Location: S 12 T 43 N R 10 W (Lat: 38.494019, Lng: -91.977517), Route carried "on" structure: State highway A, Year Built: 2012, Status: Open, Structure Length: 3.70m (12.14ft), Average Daily Traffic: 2,103 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,049 (year 2041), Features Intersected: US 50
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 12.902, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34196, Location: S 12 T 43 N R 10 W (Lat: 38.494019, Lng: -91.977517), Route carried "on" structure: State highway A, Year Built: 2012, Status: Open, Structure Length: 3.70m (12.14ft), Average Daily Traffic: 2,103 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,049 (year 2041), Features Intersected: US 50
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 12.902, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3425, Location: S 2 T 43 N R 10 W (Lat: 38.494386, Lng: -91.986989), Route carried "on" structure: US 50, Year Built: 1984, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 5,412 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 9,471 (year 2041), Design Load: HS 20, Features Intersected: MARIES RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.153, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3425, Location: S 2 T 43 N R 10 W (Lat: 38.494386, Lng: -91.986989), Route carried "on" structure: US 50, Year Built: 1984, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 5,412 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 9,471 (year 2041), Design Load: HS 20, Features Intersected: MARIES RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.153, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2020, Underwater Inspection Date: May 2019, 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: 34866, Location: S 13 T 44 N R 10 W (Lat: 38.567683, Lng: -91.978383), Route carried "on" structure: County highway 26, Year Built: 2014, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2041), Design Load: HS 20, Features Intersected: LUZON BR, Facility Carried by Structure: COUNTY RD 412
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior 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 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34866, Location: S 13 T 44 N R 10 W (Lat: 38.567683, Lng: -91.978383), Route carried "on" structure: County highway 26, Year Built: 2014, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2041), Design Load: HS 20, Features Intersected: LUZON BR, Facility Carried by Structure: COUNTY RD 412
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior 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 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35481, Location: S 32 T 44 N R 10 W (Lat: 38.519275, Lng: -92.050556), Route carried "on" structure: State highway J, Year Built: 2017, Status: Open, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 596 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 954 (year 2041), Features Intersected: US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.198, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35481, Location: S 32 T 44 N R 10 W (Lat: 38.519275, Lng: -92.050556), Route carried "on" structure: State highway J, Year Built: 2017, Status: Open, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 596 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 954 (year 2041), Features Intersected: US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.198, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to 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: July 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: 36203, Location: S 5 T 43 N R 10 W (Lat: 38.509175, Lng: -92.048439), Route carried "on" structure: County highway 400, Year Built: 2018, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2039), Design Load: HS 20, Features Intersected: SANFORD CR, Facility Carried by Structure: S LIBERTY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 36203, Location: S 5 T 43 N R 10 W (Lat: 38.509175, Lng: -92.048439), Route carried "on" structure: County highway 400, Year Built: 2018, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 170 (year 2039), Design Load: HS 20, Features Intersected: SANFORD CR, Facility Carried by Structure: S LIBERTY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 1177, Location: S 10 T 43 N R 10 W (Lat: 38.492511, Lng: -92.009239), Route carried "under" structure: County highway , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 46 (year 2021), Truck Traffic: 9%, Features Intersected: CRD CONSERVATION RD, Facility Carried by Structure: US 50 E
Minimum Vertical Clearance: 6.48m (21.26ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)
Structure Number: 1177, Location: S 10 T 43 N R 10 W (Lat: 38.492511, Lng: -92.009239), Route carried "under" structure: County highway , Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 46 (year 2021), Truck Traffic: 9%, Features Intersected: CRD CONSERVATION RD, Facility Carried by Structure: US 50 E
Minimum Vertical Clearance: 6.48m (21.26ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft)
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Structure Number: 11827, Location: S 10 T 43 N R 10 W (Lat: 38.492994, Lng: -92.008983), Route carried "under" structure: County highway , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 46 (year 2021), Truck Traffic: 9%, Features Intersected: CRD CONSERVATION RD, Facility Carried by Structure: US 50 W
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.4m (185.0ft)
Structure Number: 11827, Location: S 10 T 43 N R 10 W (Lat: 38.492994, Lng: -92.008983), Route carried "under" structure: County highway , Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 46 (year 2021), Truck Traffic: 9%, Features Intersected: CRD CONSERVATION RD, Facility Carried by Structure: US 50 W
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.4m (185.0ft)
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Structure Number: 11932, Location: S 10 T 43 N R 10 W (Lat: 38.491131, Lng: -92.002625), Route carried "under" structure: Ramp State highway , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 500 (year 2021), Truck Traffic: 13%, Features Intersected: RP US50W TO US63S, Facility Carried by Structure: US 50 E
Minimum Vertical Clearance: 12.52m (41.08ft), Kilometerpoint: 0.534, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.6m (149.6ft)
Structure Number: 11932, Location: S 10 T 43 N R 10 W (Lat: 38.491131, Lng: -92.002625), Route carried "under" structure: Ramp State highway , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 500 (year 2021), Truck Traffic: 13%, Features Intersected: RP US50W TO US63S, Facility Carried by Structure: US 50 E
Minimum Vertical Clearance: 12.52m (41.08ft), Kilometerpoint: 0.534, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.6m (149.6ft)
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Structure Number: 11932, Location: S 10 T 43 N R 10 W (Lat: 38.491131, Lng: -92.002625), Route carried "under" structure: US 63, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 4,002 (year 2021), Truck Traffic: 27%, Features Intersected: US 63, Facility Carried by Structure: US 50 E
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 282.302, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.6m (149.6ft)
Structure Number: 11932, Location: S 10 T 43 N R 10 W (Lat: 38.491131, Lng: -92.002625), Route carried "under" structure: US 63, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 4,002 (year 2021), Truck Traffic: 27%, Features Intersected: US 63, Facility Carried by Structure: US 50 E
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 282.302, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.6m (149.6ft)
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Structure Number: 11933, Location: S 10 T 43 N R 10 W (Lat: 38.491131, Lng: -92.002614), Route carried "under" structure: Ramp State highway , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 500 (year 2021), Truck Traffic: 13%, Features Intersected: RP US50W TO US63S, Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.534, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 11933, Location: S 10 T 43 N R 10 W (Lat: 38.491131, Lng: -92.002614), Route carried "under" structure: Ramp State highway , Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 500 (year 2021), Truck Traffic: 13%, Features Intersected: RP US50W TO US63S, Facility Carried by Structure: US 63 N
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.534, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: 34196, Location: S 12 T 43 N R 10 W (Lat: 38.494019, Lng: -91.977517), Route carried "under" structure: US 50, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 5,412 (year 2021), Truck Traffic: 15%, Features Intersected: US 50, Facility Carried by Structure: RT A S
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 174.374, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 34196, Location: S 12 T 43 N R 10 W (Lat: 38.494019, Lng: -91.977517), Route carried "under" structure: US 50, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 5,412 (year 2021), Truck Traffic: 15%, Features Intersected: US 50, Facility Carried by Structure: RT A S
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 174.374, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 35481, Location: S 32 T 44 N R 10 W (Lat: 38.519275, Lng: -92.050556), Route carried "under" structure: US 50, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 8,651 (year 2021), Truck Traffic: 18%, Features Intersected: US 50, Facility Carried by Structure: RT J S
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 239.611, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 35481, Location: S 32 T 44 N R 10 W (Lat: 38.519275, Lng: -92.050556), Route carried "under" structure: US 50, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 8,651 (year 2021), Truck Traffic: 18%, Features Intersected: US 50, Facility Carried by Structure: RT J S
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 239.611, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 35481, Location: S 32 T 44 N R 10 W (Lat: 38.519275, Lng: -92.050556), Route carried "under" structure: US 50, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 6,326 (year 2021), Truck Traffic: 17%, Features Intersected: US 50, Facility Carried by Structure: RT J S
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 181.909, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 35481, Location: S 32 T 44 N R 10 W (Lat: 38.519275, Lng: -92.050556), Route carried "under" structure: US 50, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 6,326 (year 2021), Truck Traffic: 17%, Features Intersected: US 50, Facility Carried by Structure: RT J S
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 181.909, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 38.1m (125.0ft)