Bridge Statistics for Everton, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 79ft / 23.9mTotal length
- $903,000Total costs
- 10,223Total average daily traffic
- 1,288Total average daily truck traffic
- 16,046Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Everton
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 11950-1959
- 11970-1979
- 32000-2009
- 52010-2019
- Bridge Condition - Deck
- 60.0%Very good
- 10.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- 10.0%Serious
- Bridge Condition - Superstructure
- 50.0%Very good
- 20.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 10.0%Excellent
- 40.0%Very good
- 10.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- 10.0%Serious
- Bridge Condition - Channel
- 14.3%Very good
- 35.7%Good
- 21.4%Satisfactory
- 28.6%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 2209, Location: S 273 T 31 N R 25 W (Lat: 37.386486, Lng: -93.662122), Route carried "on" structure: County highway 340, Year Built: 1932, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2039), Design Load: H 10, Features Intersected: SAC RVR BR, Facility Carried by Structure: E. DADE 132
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2209, Location: S 273 T 31 N R 25 W (Lat: 37.386486, Lng: -93.662122), Route carried "on" structure: County highway 340, Year Built: 1932, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2039), Design Load: H 10, Features Intersected: SAC RVR BR, Facility Carried by Structure: E. DADE 132
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2414, Location: S 6 T 30 N R 25 W (Lat: 37.358600, Lng: -93.718225), Route carried "on" structure: County highway 460, Year Built: 1920, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2039), Features Intersected: SINKING CR, Facility Carried by Structure: COUNTY RD 152
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 22.5 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: Equal to present desirable criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $13,000, Total Project Cost: $196,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2414, Location: S 6 T 30 N R 25 W (Lat: 37.358600, Lng: -93.718225), Route carried "on" structure: County highway 460, Year Built: 1920, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2039), Features Intersected: SINKING CR, Facility Carried by Structure: COUNTY RD 152
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 22.5 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: Equal to present desirable criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $13,000, Total Project Cost: $196,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3007, Location: S 30 T 59 N R 23 W (Lat: 39.898153, Lng: -93.540808), Route carried "on" structure: US 65, Year Built: 1977, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 6,069 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 10,621 (year 2041), Design Load: HS 20, Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.125, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.6 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 3007, Location: S 30 T 59 N R 23 W (Lat: 39.898153, Lng: -93.540808), Route carried "on" structure: US 65, Year Built: 1977, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 6,069 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 10,621 (year 2041), Design Load: HS 20, Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.125, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.6 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 3007, Location: S 17 T 30 N R 25 W (Lat: 37.339986, Lng: -93.705783), Route carried "on" structure: State highway M, Year Built: 2003, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,202 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,563 (year 2041), Design Load: HS 20, Features Intersected: SINKING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Fair, Culverts: Good, 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3007, Location: S 17 T 30 N R 25 W (Lat: 37.339986, Lng: -93.705783), Route carried "on" structure: State highway M, Year Built: 2003, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,202 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,563 (year 2041), Design Load: HS 20, Features Intersected: SINKING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Fair, Culverts: Good, 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31913, Location: S 8 T 30 N R 25 W (Lat: 37.342500, Lng: -93.707561), Route carried "on" structure: County highway 471, Year Built: 2007, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 58 (year 2039), Design Load: HS 20, Features Intersected: SINKING CR, Facility Carried by Structure: COUNTY RD 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31913, Location: S 8 T 30 N R 25 W (Lat: 37.342500, Lng: -93.707561), Route carried "on" structure: County highway 471, Year Built: 2007, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 58 (year 2039), Design Load: HS 20, Features Intersected: SINKING CR, Facility Carried by Structure: COUNTY RD 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32828, Location: S 30 T 30 N R 25 W (Lat: 37.310836, Lng: -93.725681), Route carried "on" structure: County highway 492, Year Built: 2009, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2039), Design Load: HS 20, Features Intersected: JORDAN CR BR, Facility Carried by Structure: COUNTY RD 180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32828, Location: S 30 T 30 N R 25 W (Lat: 37.310836, Lng: -93.725681), Route carried "on" structure: County highway 492, Year Built: 2009, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2039), Design Load: HS 20, Features Intersected: JORDAN CR BR, Facility Carried by Structure: COUNTY RD 180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 34615, Location: S 12 T 30 N R 26 W (Lat: 37.343194, Lng: -93.753222), Route carried "on" structure: County highway 470, Year Built: 2013, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2039), Design Load: HS 20, Features Intersected: JORDAN CR, Facility Carried by Structure: COUNTY RD 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 34615, Location: S 12 T 30 N R 26 W (Lat: 37.343194, Lng: -93.753222), Route carried "on" structure: County highway 470, Year Built: 2013, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2039), Design Load: HS 20, Features Intersected: JORDAN CR, Facility Carried by Structure: COUNTY RD 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 34824, Location: S 22 T 30 N R 25 W (Lat: 37.322389, Lng: -93.674944), Route carried "on" structure: County highway 440, Year Built: 2014, Status: Closed, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2039), Design Load: HS 20, Features Intersected: SINKING CR, Facility Carried by Structure: FARM RD 223
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, 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: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 34824, Location: S 22 T 30 N R 25 W (Lat: 37.322389, Lng: -93.674944), Route carried "on" structure: County highway 440, Year Built: 2014, Status: Closed, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2039), Design Load: HS 20, Features Intersected: SINKING CR, Facility Carried by Structure: FARM RD 223
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, 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: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35815, Location: S 6 T 30 N R 25 W (Lat: 37.358631, Lng: -93.726469), Route carried "on" structure: County highway 460, Year Built: 2017, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2039), Design Load: HS 20, Features Intersected: SINKING CREEK, Facility Carried by Structure: COUNTY ROAD 152
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, 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: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35815, Location: S 6 T 30 N R 25 W (Lat: 37.358631, Lng: -93.726469), Route carried "on" structure: County highway 460, Year Built: 2017, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2039), Design Load: HS 20, Features Intersected: SINKING CREEK, Facility Carried by Structure: COUNTY ROAD 152
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, 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: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 36124, Location: S 19 T 31 N R 25 W (Lat: 37.400336, Lng: -93.713728), Route carried "on" structure: County highway 331, Year Built: 2019, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 12 (year 2039), Design Load: HS 20, Features Intersected: LINN BR, Facility Carried by Structure: COUNTY RD 122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.9 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: Equal to present desirable 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: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 36124, Location: S 19 T 31 N R 25 W (Lat: 37.400336, Lng: -93.713728), Route carried "on" structure: County highway 331, Year Built: 2019, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 12 (year 2039), Design Load: HS 20, Features Intersected: LINN BR, Facility Carried by Structure: COUNTY RD 122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.9 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: Equal to present desirable 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: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 36232, Location: S 22 T 30 N R 25 W (Lat: 37.320064, Lng: -93.673750), Route carried "on" structure: County highway 178, Year Built: 2016, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2040), Features Intersected: SINKING CR
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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Inventory Rating: 81.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 36232, Location: S 22 T 30 N R 25 W (Lat: 37.320064, Lng: -93.673750), Route carried "on" structure: County highway 178, Year Built: 2016, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2040), Features Intersected: SINKING CR
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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Inventory Rating: 81.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 543, Location: S 9 T 30 N R 25 W (Lat: 37.343092, Lng: -93.696833), Route carried "on" structure: US 160, Year Built: 1930, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,142 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,542 (year 2041), Design Load: H 15, Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.677, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.0 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: Somewhat better than minimum adequacy, 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: November 2020
Structure Number: 543, Location: S 9 T 30 N R 25 W (Lat: 37.343092, Lng: -93.696833), Route carried "on" structure: US 160, Year Built: 1930, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,142 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,542 (year 2041), Design Load: H 15, Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.677, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.0 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: Somewhat better than minimum adequacy, 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: November 2020
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Structure Number: 7421, Location: S 13 T 30 N R 26 W (Lat: 37.328847, Lng: -93.745694), Route carried "on" structure: State highway K, Year Built: 1957, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 368 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 478 (year 2041), Design Load: H 10, Features Intersected: JORDAN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.018, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Serious, Channel: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $47,000, Total Project Cost: $707,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7421, Location: S 13 T 30 N R 26 W (Lat: 37.328847, Lng: -93.745694), Route carried "on" structure: State highway K, Year Built: 1957, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 368 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 478 (year 2041), Design Load: H 10, Features Intersected: JORDAN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.018, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Serious, Channel: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.46m (1.51ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $471,000, Roadway Improvement Cost: $47,000, Total Project Cost: $707,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9016, Location: S 9 T 30 N R 25 W (Lat: 37.342347, Lng: -93.697817), Route carried "on" structure: State highway M, Year Built: 1933, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,202 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,563 (year 2041), Design Load: H 10, Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.238, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, 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: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 9016, Location: S 9 T 30 N R 25 W (Lat: 37.342347, Lng: -93.697817), Route carried "on" structure: State highway M, Year Built: 1933, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,202 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,563 (year 2041), Design Load: H 10, Features Intersected: DRY BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.238, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, 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: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020