Bridge Statistics for Humansville, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 220ft / 67.0mTotal length
- $2,903,000Total costs
- 39,371Total average daily traffic
- 8,798Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Humansville
- No street view available for this location
- New bridges - historical statistics
- 51900-1909
- 11920-1929
- 11940-1949
- 11950-1959
- 11960-1969
- 11970-1979
- 112000-2009
- 12010-2019
- Bridge Condition - Deck
- 6.3%Excellent
- 12.5%Very good
- 31.3%Good
- 12.5%Satisfactory
- 12.5%Fair
- 6.3%Poor
- 18.8%Serious
- Bridge Condition - Superstructure
- 12.5%Excellent
- 6.3%Very good
- 18.8%Good
- 18.8%Satisfactory
- 18.8%Fair
- 12.5%Poor
- 6.3%Serious
- 6.3%Critical
- Bridge Condition - Substructure
- 18.8%Excellent
- 6.3%Very good
- 18.8%Good
- 12.5%Satisfactory
- 25.0%Fair
- 18.8%Poor
- Bridge Condition - Channel
- 22.2%Good
- 44.4%Satisfactory
- 27.8%Fair
- 5.6%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 12348, Location: S 6 T 35 N R 24 W (Lat: 37.819028, Lng: -93.622067), Route carried "on" structure: County highway 7, Year Built: 1908, Status: Closed, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 51 (year 2041), Features Intersected: BRUSH CR, Facility Carried by Structure: COUNTY RD E-310
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.4m (11.2ft)
Condition: Deck: Excellent, Superstructure: Critical, Substructure: Poor, Channel: Satisfactory, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.54m (1.77ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2018, Critical Feature Inspection Date: April 2018, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $589,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 12348, Location: S 6 T 35 N R 24 W (Lat: 37.819028, Lng: -93.622067), Route carried "on" structure: County highway 7, Year Built: 1908, Status: Closed, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 51 (year 2041), Features Intersected: BRUSH CR, Facility Carried by Structure: COUNTY RD E-310
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.4m (11.2ft)
Condition: Deck: Excellent, Superstructure: Critical, Substructure: Poor, Channel: Satisfactory, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.54m (1.77ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2018, Critical Feature Inspection Date: April 2018, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $589,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 12572, Location: S 27 T 35 N R 24 W (Lat: 37.756622, Lng: -93.571572), Route carried "on" structure: County highway 14, Year Built: 1900, Year Reconstructed: 2011, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: BRUSH CR, Facility Carried by Structure: COUNTY RD S-30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 1, Owner: County 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: 3.8m (12.5ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $7,000, Total Project Cost: $104,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 12572, Location: S 27 T 35 N R 24 W (Lat: 37.756622, Lng: -93.571572), Route carried "on" structure: County highway 14, Year Built: 1900, Year Reconstructed: 2011, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: BRUSH CR, Facility Carried by Structure: COUNTY RD S-30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 1, Owner: County 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: 3.8m (12.5ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $7,000, Total Project Cost: $104,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12709, Location: S 4 T 35 N R 24 W (Lat: 37.823522, Lng: -93.584592), Route carried "on" structure: County highway 18, Year Built: 1900, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 73 (year 2041), Features Intersected: PANTHER CR, Facility Carried by Structure: COUNTY RD 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.4m (11.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 12709, Location: S 4 T 35 N R 24 W (Lat: 37.823522, Lng: -93.584592), Route carried "on" structure: County highway 18, Year Built: 1900, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 73 (year 2041), Features Intersected: PANTHER CR, Facility Carried by Structure: COUNTY RD 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.4m (11.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12798, Location: S 11 T 35 N R 24 W (Lat: 37.801908, Lng: -93.542561), Route carried "on" structure: County highway 20, Year Built: 1900, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 73 (year 2041), Features Intersected: RULE CR, Facility Carried by Structure: COUNTY RD E-315
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.26m (0.85ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $283,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12798, Location: S 11 T 35 N R 24 W (Lat: 37.801908, Lng: -93.542561), Route carried "on" structure: County highway 20, Year Built: 1900, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 73 (year 2041), Features Intersected: RULE CR, Facility Carried by Structure: COUNTY RD E-315
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.26m (0.85ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $283,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12825, Location: S 22 T 35 N R 24 W (Lat: 37.784017, Lng: -93.561039), Route carried "on" structure: County highway 21, Year Built: 1900, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 45 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2041), Features Intersected: BROF BRUSH CR, Facility Carried by Structure: COUNTY RD E-330
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, 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: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 6.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 0.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12825, Location: S 22 T 35 N R 24 W (Lat: 37.784017, Lng: -93.561039), Route carried "on" structure: County highway 21, Year Built: 1900, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 45 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 65 (year 2041), Features Intersected: BROF BRUSH CR, Facility Carried by Structure: COUNTY RD E-330
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, 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: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 6.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 0.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1569, Location: S 18 T 35 N R 24 W (Lat: 37.796597, Lng: -93.612008), Route carried "on" structure: State highway N, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 658 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,053 (year 2041), Design Load: H 15, Features Intersected: SADDLER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.108, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $30,000, Total Project Cost: $454,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1569, Location: S 18 T 35 N R 24 W (Lat: 37.796597, Lng: -93.612008), Route carried "on" structure: State highway N, Year Built: 1966, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 658 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 1,053 (year 2041), Design Load: H 15, Features Intersected: SADDLER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.108, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $303,000, Roadway Improvement Cost: $30,000, Total Project Cost: $454,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30448, Location: S 16 T 35 N R 24 W (Lat: 37.792903, Lng: -93.590692), Route carried "on" structure: State highway N, Year Built: 2004, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 1,060 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,696 (year 2041), Design Load: HS 20, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.2 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30448, Location: S 16 T 35 N R 24 W (Lat: 37.792903, Lng: -93.590692), Route carried "on" structure: State highway N, Year Built: 2004, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 1,060 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,696 (year 2041), Design Load: HS 20, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.2 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 30449, Location: S 16 T 35 N R 24 W (Lat: 37.787597, Lng: -93.582472), Route carried "on" structure: State highway 13, Year Built: 2004, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 5,291 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 9,259 (year 2041), Design Load: HS 20, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 305.103, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30449, Location: S 16 T 35 N R 24 W (Lat: 37.787597, Lng: -93.582472), Route carried "on" structure: State highway 13, Year Built: 2004, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 5,291 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 9,259 (year 2041), Design Load: HS 20, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 305.103, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 3045, Location: S 10 T 28 N R 33 W (Lat: 37.167142, Lng: -94.509658), Route carried "on" structure: State highway 43, Year Built: 1978, Year Reconstructed: 2007, Status: Open, Structure Length: 14.26m (46.78ft), Average Daily Traffic: 5,133 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 7,700 (year 2041), Design Load: H 20, Features Intersected: CENTER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.083, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3045, Location: S 10 T 28 N R 33 W (Lat: 37.167142, Lng: -94.509658), Route carried "on" structure: State highway 43, Year Built: 1978, Year Reconstructed: 2007, Status: Open, Structure Length: 14.26m (46.78ft), Average Daily Traffic: 5,133 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 7,700 (year 2041), Design Load: H 20, Features Intersected: CENTER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.083, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3045, Location: S 16 T 35 N R 24 W (Lat: 37.794344, Lng: -93.588650), Route carried "on" structure: State highway 13, Year Built: 2006, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 5,092 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 8,911 (year 2041), Design Load: HS 20, Features Intersected: RT N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.519, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3045, Location: S 16 T 35 N R 24 W (Lat: 37.794344, Lng: -93.588650), Route carried "on" structure: State highway 13, Year Built: 2006, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 5,092 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 8,911 (year 2041), Design Load: HS 20, Features Intersected: RT N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.519, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 30451, Location: S 16 T 35 N R 24 W (Lat: 37.794161, Lng: -93.588894), Route carried "on" structure: State highway 13, Year Built: 2005, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 4,882 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 8,544 (year 2041), Design Load: HS 20, Features Intersected: RT N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 304.181, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30451, Location: S 16 T 35 N R 24 W (Lat: 37.794161, Lng: -93.588894), Route carried "on" structure: State highway 13, Year Built: 2005, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 4,882 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 8,544 (year 2041), Design Load: HS 20, Features Intersected: RT N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 304.181, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 30453, Location: S 16 T 35 N R 24 W (Lat: 37.794769, Lng: -93.589492), Route carried "on" structure: State highway 13, Year Built: 2004, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,882 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 8,544 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 304.152, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: 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 2021
Structure Number: 30453, Location: S 16 T 35 N R 24 W (Lat: 37.794769, Lng: -93.589492), Route carried "on" structure: State highway 13, Year Built: 2004, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,882 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 8,544 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 304.152, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: 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 2021
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Structure Number: 30477, Location: S 16 T 35 N R 24 W (Lat: 37.795100, Lng: -93.588200), Route carried "on" structure: Ramp State highway , Year Built: 2004, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 234 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 410 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF BRUSH CR, Facility Carried by Structure: RP MO13N TO BU13 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.156, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 30477, Location: S 16 T 35 N R 24 W (Lat: 37.795100, Lng: -93.588200), Route carried "on" structure: Ramp State highway , Year Built: 2004, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 234 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 410 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF BRUSH CR, Facility Carried by Structure: RP MO13N TO BU13 N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.156, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 30478, Location: S 16 T 35 N R 24 W (Lat: 37.794000, Lng: -93.590100), Route carried "on" structure: Ramp State highway , Year Built: 2004, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 583 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,020 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF BRUSH CR, Facility Carried by Structure: RP MO13S TO RTN W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.180, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 30478, Location: S 16 T 35 N R 24 W (Lat: 37.794000, Lng: -93.590100), Route carried "on" structure: Ramp State highway , Year Built: 2004, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 583 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,020 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF BRUSH CR, Facility Carried by Structure: RP MO13S TO RTN W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.180, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 31742, Location: S 2 T 35 N R 24 W (Lat: 37.821511, Lng: -93.552428), Route carried "on" structure: State highway 123, Year Built: 2007, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 910 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,229 (year 2041), Features Intersected: PANTHER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.074, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 79.2 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: Superior to present desirable 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31742, Location: S 2 T 35 N R 24 W (Lat: 37.821511, Lng: -93.552428), Route carried "on" structure: State highway 123, Year Built: 2007, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 910 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,229 (year 2041), Features Intersected: PANTHER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.074, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 79.2 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: Superior to present desirable 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: June 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: 31881, Location: S 34 T 36 N R 24 W (Lat: 37.827739, Lng: -93.566172), Route carried "on" structure: County highway 111, Year Built: 2007, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2041), Design Load: HS 20, Features Intersected: PANTHER CR, Facility Carried by Structure: COUNTY RD 11
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), 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: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31881, Location: S 34 T 36 N R 24 W (Lat: 37.827739, Lng: -93.566172), Route carried "on" structure: County highway 111, Year Built: 2007, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2041), Design Load: HS 20, Features Intersected: PANTHER CR, Facility Carried by Structure: COUNTY RD 11
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), 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: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33965, Location: S 15 T 35 N R 24 W (Lat: 37.789450, Lng: -93.573575), Route carried "on" structure: State highway 123, Year Built: 2012, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,492 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 2,387 (year 2041), Design Load: HS 20, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.870, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Good, Operating Rating: 95.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33965, Location: S 15 T 35 N R 24 W (Lat: 37.789450, Lng: -93.573575), Route carried "on" structure: State highway 123, Year Built: 2012, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,492 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 2,387 (year 2041), Design Load: HS 20, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.870, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Good, Operating Rating: 95.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 4969, Location: S 34 T 35 N R 24 W (Lat: 37.748119, Lng: -93.560344), Route carried "on" structure: State highway 123, Year Built: 1926, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 582 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 931 (year 2041), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.762, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Length Of Structure Improvement: 0.27m (0.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $464,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4969, Location: S 34 T 35 N R 24 W (Lat: 37.748119, Lng: -93.560344), Route carried "on" structure: State highway 123, Year Built: 1926, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 582 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 931 (year 2041), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.762, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Length Of Structure Improvement: 0.27m (0.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $464,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5, Location: S 16 T 35 N R 24 W (Lat: 37.787850, Lng: -93.582308), Route carried "on" structure: State highway 13, Year Built: 1958, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 5,092 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 8,911 (year 2041), Design Load: H 20, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.623, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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 desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5, Location: S 16 T 35 N R 24 W (Lat: 37.787850, Lng: -93.582308), Route carried "on" structure: State highway 13, Year Built: 1958, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 5,092 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 8,911 (year 2041), Design Load: H 20, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.623, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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 desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9555, Location: S 35 T 36 N R 24 W (Lat: 37.835211, Lng: -93.544431), Route carried "on" structure: State highway 123, Year Built: 1947, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 910 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,229 (year 2041), Design Load: H 10, Features Intersected: BRUSH CR BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.167, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 9555, Location: S 35 T 36 N R 24 W (Lat: 37.835211, Lng: -93.544431), Route carried "on" structure: State highway 123, Year Built: 1947, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 910 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,229 (year 2041), Design Load: H 10, Features Intersected: BRUSH CR BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.167, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 3045, Location: S 16 T 35 N R 24 W (Lat: 37.794344, Lng: -93.588650), Route carried "under" structure: State highway N, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 1,060 (year 2021), Truck Traffic: 3%, Features Intersected: RT N
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 24.716, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 3045, Location: S 16 T 35 N R 24 W (Lat: 37.794344, Lng: -93.588650), Route carried "under" structure: State highway N, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 1,060 (year 2021), Truck Traffic: 3%, Features Intersected: RT N
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 24.716, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 30451, Location: S 16 T 35 N R 24 W (Lat: 37.794161, Lng: -93.588894), Route carried "under" structure: State highway N, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 1,060 (year 2021), Truck Traffic: 3%, Features Intersected: RT N, Facility Carried by Structure: MO 13 S
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 24.686, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 30451, Location: S 16 T 35 N R 24 W (Lat: 37.794161, Lng: -93.588894), Route carried "under" structure: State highway N, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 1,060 (year 2021), Truck Traffic: 3%, Features Intersected: RT N, Facility Carried by Structure: MO 13 S
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 24.686, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)