Bridge Statistics for Knox City, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 75ft / 22.6mTotal length
- $143,000Total costs
- 1,714Total average daily traffic
- 170Total average daily truck traffic
- 2,409Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Knox City
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 31980-1989
- 31990-1999
- 22000-2009
- 32010-2019
- Bridge Condition - Deck
- 8.3%Excellent
- 16.7%Very good
- 50.0%Good
- 16.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 8.3%Excellent
- 16.7%Very good
- 33.3%Good
- 25.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 8.3%Excellent
- 25.0%Very good
- 33.3%Good
- 25.0%Satisfactory
- 8.3%Poor
- Bridge Condition - Channel
- 15.4%Very good
- 61.5%Satisfactory
- 23.1%Fair
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Structure Number: 18013, Location: S 24 T 62 N R 11 W (Lat: 40.152972, Lng: -92.062556), Route carried "on" structure: County highway 169, Year Built: 1987, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 31 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18013, Location: S 24 T 62 N R 11 W (Lat: 40.152972, Lng: -92.062556), Route carried "on" structure: County highway 169, Year Built: 1987, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 31 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18365, Location: S 8 T 62 N R 10 W (Lat: 40.185056, Lng: -92.024444), Route carried "on" structure: County highway 183, Year Built: 1996, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20, Features Intersected: BRIDGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 18365, Location: S 8 T 62 N R 10 W (Lat: 40.185056, Lng: -92.024444), Route carried "on" structure: County highway 183, Year Built: 1996, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20, Features Intersected: BRIDGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 18377, Location: S 20 T 62 N R 10 W (Lat: 40.167389, Lng: -92.024778), Route carried "on" structure: County highway 183, Year Built: 1998, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20, Features Intersected: WOLF BR OF BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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
Structure Number: 18377, Location: S 20 T 62 N R 10 W (Lat: 40.167389, Lng: -92.024778), Route carried "on" structure: County highway 183, Year Built: 1998, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Design Load: HS 20, Features Intersected: WOLF BR OF BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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
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Structure Number: 18449, Location: S 26 T 62 N R 10 W (Lat: 40.145833, Lng: -91.987417), Route carried "on" structure: County highway 186, Year Built: 1988, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2040), Design Load: H 10, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, 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: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18449, Location: S 26 T 62 N R 10 W (Lat: 40.145833, Lng: -91.987417), Route carried "on" structure: County highway 186, Year Built: 1988, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2040), Design Load: H 10, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, 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: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18833, Location: S 13 T 62 N R 10 W (Lat: 40.174086, Lng: -91.957519), Route carried "on" structure: County highway 201, Year Built: 1930, Status: Closed, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 25 (year 2040), Design Load: H 10, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, 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: 7.0m (23.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18833, Location: S 13 T 62 N R 10 W (Lat: 40.174086, Lng: -91.957519), Route carried "on" structure: County highway 201, Year Built: 1930, Status: Closed, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 25 (year 2040), Design Load: H 10, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, 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: 7.0m (23.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18939, Location: S 30 T 62 N R 10 W (Lat: 40.138500, Lng: -92.054333), Route carried "on" structure: County highway 205, Year Built: 1995, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 94 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other
Structure Number: 18939, Location: S 30 T 62 N R 10 W (Lat: 40.138500, Lng: -92.054333), Route carried "on" structure: County highway 205, Year Built: 1995, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 94 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other
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Structure Number: 2117, Location: S 5 T 61 N R 10 W (Lat: 40.119806, Lng: -92.043750), Route carried "on" structure: County highway 293, Year Built: 1987, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2040), Features Intersected: TROUBLESOME CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 2117, Location: S 5 T 61 N R 10 W (Lat: 40.119806, Lng: -92.043750), Route carried "on" structure: County highway 293, Year Built: 1987, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2040), Features Intersected: TROUBLESOME CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 28902, Location: S 36 T 62 N R 11 W (Lat: 40.134444, Lng: -92.072750), Route carried "on" structure: County highway 162, Year Built: 2001, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Features Intersected: TROUBLESOME CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28902, Location: S 36 T 62 N R 11 W (Lat: 40.134444, Lng: -92.072750), Route carried "on" structure: County highway 162, Year Built: 2001, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2040), Features Intersected: TROUBLESOME CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32749, Location: S 7 T 62 N R 10 W (Lat: 40.192889, Lng: -92.042083), Route carried "on" structure: County highway 181, Year Built: 2009, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 31 (year 2040), Design Load: H 20, Features Intersected: BRIDGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, 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: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32749, Location: S 7 T 62 N R 10 W (Lat: 40.192889, Lng: -92.042083), Route carried "on" structure: County highway 181, Year Built: 2009, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 31 (year 2040), Design Load: H 20, Features Intersected: BRIDGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, 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: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33006, Location: S 10 T 62 N R 10 W (Lat: 40.184667, Lng: -91.986722), Route carried "on" structure: County highway 187, Year Built: 2011, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 45 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2040), Design Load: HS 20, Features Intersected: BRIDGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 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: 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: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 33006, Location: S 10 T 62 N R 10 W (Lat: 40.184667, Lng: -91.986722), Route carried "on" structure: County highway 187, Year Built: 2011, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 45 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 56 (year 2040), Design Load: HS 20, Features Intersected: BRIDGE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 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: 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: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 33623, Location: S 15 T 61 N R 10 W (Lat: 40.094194, Lng: -92.006400), Route carried "on" structure: State highway E, Year Built: 2011, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 238 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 345 (year 2041), Design Load: HS 20, Features Intersected: TROUBLESOME CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.071, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33623, Location: S 15 T 61 N R 10 W (Lat: 40.094194, Lng: -92.006400), Route carried "on" structure: State highway E, Year Built: 2011, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 238 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 345 (year 2041), Design Load: HS 20, Features Intersected: TROUBLESOME CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.071, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34226, Location: S 9 T 61 N R 10 W (Lat: 40.102306, Lng: -92.021267), Route carried "on" structure: County highway 304, Year Built: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 31 (year 2040), Features Intersected: TROUBLESOME CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, 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: 21.0m (68.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34226, Location: S 9 T 61 N R 10 W (Lat: 40.102306, Lng: -92.021267), Route carried "on" structure: County highway 304, Year Built: 2012, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 31 (year 2040), Features Intersected: TROUBLESOME CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, 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: 21.0m (68.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7554, Location: S 16 T 62 N R 10 W (Lat: 40.175167, Lng: -92.008561), Route carried "on" structure: State highway V, Year Built: 1951, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,086 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,575 (year 2041), Design Load: H 10, Features Intersected: WOLF BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.266, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 7554, Location: S 16 T 62 N R 10 W (Lat: 40.175167, Lng: -92.008561), Route carried "on" structure: State highway V, Year Built: 1951, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,086 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,575 (year 2041), Design Load: H 10, Features Intersected: WOLF BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.266, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021