Bridge Statistics for Aurora, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 118ft / 36.3mTotal length
- $2,694,000Total costs
- 55,524Total average daily traffic
- 5,472Total average daily truck traffic
- 89,075Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Aurora
- No street view available for this location
- New bridges - historical statistics
- 41920-1929
- 31930-1939
- 11940-1949
- 11950-1959
- 21960-1969
- 31980-1989
- 11990-1999
- 12000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 22.2%Very good
- 55.6%Good
- 22.2%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 22.2%Very good
- 11.1%Good
- 44.4%Satisfactory
- 11.1%Fair
- 11.1%Serious
- Bridge Condition - Channel
- 23.5%Very good
- 29.4%Good
- 23.5%Satisfactory
- 5.9%Fair
- 11.8%Poor
- 5.9%Serious
- Bridge Condition - Culverts
- 27.3%Very good
- 27.3%Good
- 18.2%Satisfactory
- 27.3%Fair
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Structure Number: 12787, Location: S 12 T 26 N R 26 W (Lat: 36.971736, Lng: -93.732922), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 388 (year 2041), Features Intersected: TRIB OF DOUGER CR, Facility Carried by Structure: LEWIS SHAW AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12787, Location: S 12 T 26 N R 26 W (Lat: 36.971736, Lng: -93.732922), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 388 (year 2041), Features Intersected: TRIB OF DOUGER CR, Facility Carried by Structure: LEWIS SHAW AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1279, Location: S 17 T 21 N R 31 W (Lat: 36.539822, Lng: -94.307000), Route carried "on" structure: US 71, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 12,274 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 21,480 (year 2041), Design Load: H 20, Features Intersected: MISER HOLLOW BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 505.077, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 1279, Location: S 17 T 21 N R 31 W (Lat: 36.539822, Lng: -94.307000), Route carried "on" structure: US 71, Year Built: 1966, Year Reconstructed: 2004, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 12,274 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 21,480 (year 2041), Design Load: H 20, Features Intersected: MISER HOLLOW BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 505.077, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 1279, Location: S 13 T 26 N R 26 W (Lat: 36.962167, Lng: -93.731106), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 775 (year 2041), Design Load: H 15, Features Intersected: TRIB DOUGER CR, Facility Carried by Structure: HADLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $9,000, Total Project Cost: $128,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1279, Location: S 13 T 26 N R 26 W (Lat: 36.962167, Lng: -93.731106), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 775 (year 2041), Design Load: H 15, Features Intersected: TRIB DOUGER CR, Facility Carried by Structure: HADLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $9,000, Total Project Cost: $128,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 241, Location: S 22 T 27 N R 26 W (Lat: 37.040747, Lng: -93.752583), Route carried "on" structure: County highway 457, Year Built: 1988, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2041), Design Load: H 10, Features Intersected: HONEY CR, Facility Carried by Structure: COUNTY RD 1170
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 2, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $19,000, Total Project Cost: $290,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 241, Location: S 22 T 27 N R 26 W (Lat: 37.040747, Lng: -93.752583), Route carried "on" structure: County highway 457, Year Built: 1988, Status: Posted for load, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2041), Design Load: H 10, Features Intersected: HONEY CR, Facility Carried by Structure: COUNTY RD 1170
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 2, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $193,000, Roadway Improvement Cost: $19,000, Total Project Cost: $290,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 242, Location: S 35 T 27 N R 25 W (Lat: 37.003081, Lng: -93.632922), Route carried "on" structure: State highway ZZ, Year Built: 1959, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 2,173 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,151 (year 2041), Design Load: H 15, Features Intersected: HONEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.482, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 66.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 242, Location: S 35 T 27 N R 25 W (Lat: 37.003081, Lng: -93.632922), Route carried "on" structure: State highway ZZ, Year Built: 1959, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 2,173 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,151 (year 2041), Design Load: H 15, Features Intersected: HONEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.482, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 66.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 24215, Location: S 23 T 27 N R 26 W (Lat: 37.039819, Lng: -93.734422), Route carried "on" structure: County highway 465, Year Built: 1930, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2041), Features Intersected: ELM CR, Facility Carried by Structure: COUNTY RD 1180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24215, Location: S 23 T 27 N R 26 W (Lat: 37.039819, Lng: -93.734422), Route carried "on" structure: County highway 465, Year Built: 1930, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2041), Features Intersected: ELM CR, Facility Carried by Structure: COUNTY RD 1180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25259, Location: S 22 T 26 N R 25 W (Lat: 36.939731, Lng: -93.646997), Route carried "on" structure: County highway 737, Year Built: 1933, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 84 (year 2041), Design Load: H 10, Features Intersected: HEMPHILL BR, Facility Carried by Structure: COUNTY RD 1230
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Serious, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25259, Location: S 22 T 26 N R 25 W (Lat: 36.939731, Lng: -93.646997), Route carried "on" structure: County highway 737, Year Built: 1933, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 84 (year 2041), Design Load: H 10, Features Intersected: HEMPHILL BR, Facility Carried by Structure: COUNTY RD 1230
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Serious, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25279, Location: S 8 T 26 N R 25 W (Lat: 36.976206, Lng: -93.684117), Route carried "on" structure: County highway 899, Year Built: 1926, Status: Posted for load, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 900 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,260 (year 2041), Design Load: H 15, Features Intersected: MNA RR, Facility Carried by Structure: COUNTY RD 2207
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: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.45m (1.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $488,000, Roadway Improvement Cost: $49,000, Total Project Cost: $732,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25279, Location: S 8 T 26 N R 25 W (Lat: 36.976206, Lng: -93.684117), Route carried "on" structure: County highway 899, Year Built: 1926, Status: Posted for load, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 900 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,260 (year 2041), Design Load: H 15, Features Intersected: MNA RR, Facility Carried by Structure: COUNTY RD 2207
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: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.45m (1.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $488,000, Roadway Improvement Cost: $49,000, Total Project Cost: $732,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31851, Location: S 12 T 26 N R 26 W (Lat: 36.977608, Lng: -93.722992), Route carried "on" structure: City street 20, Year Built: 1990, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 620 (year 2041), Features Intersected: DOUGER BR, Facility Carried by Structure: MORGAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.0 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: 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31851, Location: S 12 T 26 N R 26 W (Lat: 36.977608, Lng: -93.722992), Route carried "on" structure: City street 20, Year Built: 1990, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 620 (year 2041), Features Intersected: DOUGER BR, Facility Carried by Structure: MORGAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.0 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: 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31853, Location: S 13 T 27 N R 26 W (Lat: 37.043567, Lng: -93.734367), Route carried "on" structure: County highway 464, Year Built: 2006, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2041), Features Intersected: HONEY CR, Facility Carried by Structure: COUNTY RD 1180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 66.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31853, Location: S 13 T 27 N R 26 W (Lat: 37.043567, Lng: -93.734367), Route carried "on" structure: County highway 464, Year Built: 2006, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2041), Features Intersected: HONEY CR, Facility Carried by Structure: COUNTY RD 1180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 66.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35477, Location: S 12 T 26 N R 26 W (Lat: 36.974136, Lng: -93.736353), Route carried "on" structure: City street 20, Year Built: 2016, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,325 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF DOUGER CR, Facility Carried by Structure: CARNATION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35477, Location: S 12 T 26 N R 26 W (Lat: 36.974136, Lng: -93.736353), Route carried "on" structure: City street 20, Year Built: 2016, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,325 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF DOUGER CR, Facility Carried by Structure: CARNATION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3583, Location: S 781 T 33 N R 9 E (Lat: 37.578961, Lng: -90.001361), Route carried "on" structure: State highway 51, Year Built: 1986, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 1,526 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 2,365 (year 2041), Design Load: HS 20, Features Intersected: WHITEWATER RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.556, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.5m (83.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.0 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3583, Location: S 781 T 33 N R 9 E (Lat: 37.578961, Lng: -90.001361), Route carried "on" structure: State highway 51, Year Built: 1986, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 1,526 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 2,365 (year 2041), Design Load: HS 20, Features Intersected: WHITEWATER RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.556, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.5m (83.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.0 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, 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: 3583, Location: S 12 T 26 N R 26 W (Lat: 36.977019, Lng: -93.736242), Route carried "on" structure: State highway 39, Year Built: 2019, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 2,752 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 4,403 (year 2041), Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable 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: 3583, Location: S 12 T 26 N R 26 W (Lat: 36.977019, Lng: -93.736242), Route carried "on" structure: State highway 39, Year Built: 2019, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 2,752 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 4,403 (year 2041), Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.753, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable 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: 35831, Location: S 11 T 26 N R 26 W (Lat: 36.979986, Lng: -93.736169), Route carried "on" structure: State highway 39, Year Built: 2019, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,752 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 4,403 (year 2041), Features Intersected: CHAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.426, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: April 2021
Structure Number: 35831, Location: S 11 T 26 N R 26 W (Lat: 36.979986, Lng: -93.736169), Route carried "on" structure: State highway 39, Year Built: 2019, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,752 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 4,403 (year 2041), Features Intersected: CHAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 114.426, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: April 2021
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Structure Number: 4846, Location: S 12 T 26 N R 26 W (Lat: 36.970939, Lng: -93.731556), Route carried "on" structure: Business State highway 60, Year Built: 1924, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,181 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,690 (year 2041), Design Load: H 15, Features Intersected: DOUGER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.489, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 4846, Location: S 12 T 26 N R 26 W (Lat: 36.970939, Lng: -93.731556), Route carried "on" structure: Business State highway 60, Year Built: 1924, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,181 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,690 (year 2041), Design Load: H 15, Features Intersected: DOUGER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.489, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 4847, Location: S 7 T 26 N R 25 W (Lat: 36.970464, Lng: -93.708175), Route carried "on" structure: Business State highway 60, Year Built: 1924, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 6,683 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 10,693 (year 2041), Design Load: H 15, Features Intersected: DOUGER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.585, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, 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: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
Structure Number: 4847, Location: S 7 T 26 N R 25 W (Lat: 36.970464, Lng: -93.708175), Route carried "on" structure: Business State highway 60, Year Built: 1924, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 6,683 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 10,693 (year 2041), Design Load: H 15, Features Intersected: DOUGER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.585, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, 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: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
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Structure Number: 5072, Location: S 11 T 26 N R 26 W (Lat: 36.962000, Lng: -93.770031), Route carried "on" structure: Business State highway 60, Year Built: 1927, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,805 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 2,888 (year 2041), Design Load: H 15, Features Intersected: DOUGER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.717, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 5072, Location: S 11 T 26 N R 26 W (Lat: 36.962000, Lng: -93.770031), Route carried "on" structure: Business State highway 60, Year Built: 1927, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,805 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 2,888 (year 2041), Design Load: H 15, Features Intersected: DOUGER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.717, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 5972, Location: S 25 T 27 N R 26 W (Lat: 37.026331, Lng: -93.716489), Route carried "on" structure: State highway K, Year Built: 1939, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,571 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,278 (year 2041), Design Load: H 15, Features Intersected: ELM BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.891, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, 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: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 5972, Location: S 25 T 27 N R 26 W (Lat: 37.026331, Lng: -93.716489), Route carried "on" structure: State highway K, Year Built: 1939, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,571 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,278 (year 2041), Design Load: H 15, Features Intersected: ELM BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.891, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, 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: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 634, Location: S 9 T 26 N R 25 W (Lat: 36.968439, Lng: -93.677983), Route carried "on" structure: US 60, Year Built: 1961, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 11,981 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 19,170 (year 2041), Design Load: H 20, Features Intersected: MNA RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.538, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.55m (1.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $514,000, Roadway Improvement Cost: $51,000, Total Project Cost: $771,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 634, Location: S 9 T 26 N R 25 W (Lat: 36.968439, Lng: -93.677983), Route carried "on" structure: US 60, Year Built: 1961, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 11,981 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 19,170 (year 2041), Design Load: H 20, Features Intersected: MNA RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.538, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.55m (1.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $514,000, Roadway Improvement Cost: $51,000, Total Project Cost: $771,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9405, Location: S 1 T 26 N R 26 W (Lat: 36.991778, Lng: -93.717389), Route carried "on" structure: State highway K, Year Built: 1940, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,991 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,787 (year 2041), Design Load: H 10, Features Intersected: BR OF HONEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.718, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000 ( Estimate for 2022)
Structure Number: 9405, Location: S 1 T 26 N R 26 W (Lat: 36.991778, Lng: -93.717389), Route carried "on" structure: State highway K, Year Built: 1940, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,991 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,787 (year 2041), Design Load: H 10, Features Intersected: BR OF HONEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.718, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000 ( Estimate for 2022)