Bridge Statistics for Blythedale, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 79ft / 23.9mTotal length
- $1,583,000Total costs
- 1,390Total average daily traffic
- 92Total average daily truck traffic
- 1,767Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Blythedale
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 11930-1939
- 11950-1959
- 31960-1969
- 11970-1979
- 11980-1989
- 21990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 21980-1989
- Bridge Condition - Deck
- 27.3%Very good
- 54.5%Good
- 9.1%Satisfactory
- 9.1%Poor
- Bridge Condition - Superstructure
- 72.7%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 27.3%Good
- 18.2%Satisfactory
- 9.1%Fair
- 45.5%Poor
- Bridge Condition - Channel
- 7.7%Good
- 15.4%Satisfactory
- 46.2%Fair
- 30.8%Poor
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Poor
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Structure Number: 13801, Location: S 11 T 66 N R 27 W (Lat: 40.531389, Lng: -93.917139), Route carried "on" structure: County highway 48, Year Built: 1939, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2040), Design Load: H 10, Features Intersected: TRIB OF BIG CR, Facility Carried by Structure: E 265 LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 13801, Location: S 11 T 66 N R 27 W (Lat: 40.531389, Lng: -93.917139), Route carried "on" structure: County highway 48, Year Built: 1939, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2040), Design Load: H 10, Features Intersected: TRIB OF BIG CR, Facility Carried by Structure: E 265 LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2022), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 152, Location: S 17 T 66 N R 26 W (Lat: 40.493850, Lng: -93.869483), Route carried "on" structure: County highway 88, Year Built: 1974, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2040), Design Load: H 10, Features Intersected: DONABY CR, Facility Carried by Structure: E 290 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 20.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 152, Location: S 17 T 66 N R 26 W (Lat: 40.493850, Lng: -93.869483), Route carried "on" structure: County highway 88, Year Built: 1974, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2040), Design Load: H 10, Features Intersected: DONABY CR, Facility Carried by Structure: E 290 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 20.7 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1586, Location: S 14 T 66 N R 27 W (Lat: 40.527911, Lng: -93.923061), Route carried "on" structure: County highway 102, Year Built: 1960, Year Reconstructed: 1989, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Design Load: H 10, Features Intersected: E FK OF BIG CR, Facility Carried by Structure: E 130 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 10.5m (34.4ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $8,000, Total Project Cost: $127,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1586, Location: S 14 T 66 N R 27 W (Lat: 40.527911, Lng: -93.923061), Route carried "on" structure: County highway 102, Year Built: 1960, Year Reconstructed: 1989, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Design Load: H 10, Features Intersected: E FK OF BIG CR, Facility Carried by Structure: E 130 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 10.5m (34.4ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $8,000, Total Project Cost: $127,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 15863, Location: S 14 T 66 N R 27 W (Lat: 40.527833, Lng: -93.926153), Route carried "on" structure: County highway 102, Year Built: 1960, Year Reconstructed: 1983, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: ZADIES CR, Facility Carried by Structure: E 130 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 15863, Location: S 14 T 66 N R 27 W (Lat: 40.527833, Lng: -93.926153), Route carried "on" structure: County highway 102, Year Built: 1960, Year Reconstructed: 1983, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: ZADIES CR, Facility Carried by Structure: E 130 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 16045, Location: S 34 T 66 N R 27 W (Lat: 40.478594, Lng: -93.942144), Route carried "on" structure: County highway 107, Year Built: 1910, Year Reconstructed: 1981, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 58 (year 2040), Features Intersected: E FK BIG CR, Facility Carried by Structure: E 165 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.41m (1.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $20,000, Total Project Cost: $306,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 16045, Location: S 34 T 66 N R 27 W (Lat: 40.478594, Lng: -93.942144), Route carried "on" structure: County highway 107, Year Built: 1910, Year Reconstructed: 1981, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 58 (year 2040), Features Intersected: E FK BIG CR, Facility Carried by Structure: E 165 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.41m (1.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $20,000, Total Project Cost: $306,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18166, Location: S 4 T 65 N R 27 W (Lat: 40.460344, Lng: -93.945389), Route carried "on" structure: County highway 170, Year Built: 1995, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: E FK BIG CR, Facility Carried by Structure: E 175 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18166, Location: S 4 T 65 N R 27 W (Lat: 40.460344, Lng: -93.945389), Route carried "on" structure: County highway 170, Year Built: 1995, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: E FK BIG CR, Facility Carried by Structure: E 175 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18336, Location: S 1 T 65 N R 27 W (Lat: 40.468644, Lng: -93.899789), Route carried "on" structure: County highway 182, Year Built: 1910, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2040), Features Intersected: BRUSH CR, Facility Carried by Structure: E 280 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18336, Location: S 1 T 65 N R 27 W (Lat: 40.468644, Lng: -93.899789), Route carried "on" structure: County highway 182, Year Built: 1910, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2040), Features Intersected: BRUSH CR, Facility Carried by Structure: E 280 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1835, Location: S 11 T 65 N R 27 W (Lat: 40.451608, Lng: -93.899586), Route carried "on" structure: County highway 182, Year Built: 1986, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: BR OF BRUSH CR, Facility Carried by Structure: E 280 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 1835, Location: S 11 T 65 N R 27 W (Lat: 40.451608, Lng: -93.899586), Route carried "on" structure: County highway 182, Year Built: 1986, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: BR OF BRUSH CR, Facility Carried by Structure: E 280 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 18508, Location: S 7 T 65 N R 26 W (Lat: 40.449097, Lng: -93.875075), Route carried "on" structure: County highway 188, Year Built: 1994, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2040), Features Intersected: BRUSH CR, Facility Carried by Structure: E 182 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 15.7m (51.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.5 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: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18508, Location: S 7 T 65 N R 26 W (Lat: 40.449097, Lng: -93.875075), Route carried "on" structure: County highway 188, Year Built: 1994, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2040), Features Intersected: BRUSH CR, Facility Carried by Structure: E 182 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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: 15.7m (51.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.5 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: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2071, Location: S 4 T 65 N R 27 W (Lat: 40.466439, Lng: -93.947186), Route carried "on" structure: State highway N, Year Built: 1968, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 911 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,184 (year 2041), Design Load: H 20, Features Intersected: E FK BIG CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2071, Location: S 4 T 65 N R 27 W (Lat: 40.466439, Lng: -93.947186), Route carried "on" structure: State highway N, Year Built: 1968, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 911 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,184 (year 2041), Design Load: H 20, Features Intersected: E FK BIG CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28591, Location: S 22 T 66 N R 27 W (Lat: 40.509233, Lng: -93.931494), Route carried "on" structure: County highway 102, Year Built: 2001, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: TRIB TO E FK BIG C, Facility Carried by Structure: E 257 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 28591, Location: S 22 T 66 N R 27 W (Lat: 40.509233, Lng: -93.931494), Route carried "on" structure: County highway 102, Year Built: 2001, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: TRIB TO E FK BIG C, Facility Carried by Structure: E 257 AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 294, Location: S 23 T 66 N R 27 W (Lat: 40.500514, Lng: -93.924208), Route carried "on" structure: County highway 102, Year Built: 2002, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Design Load: HS 20, Features Intersected: E FK OF BIG CR, Facility Carried by Structure: E 150 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 294, Location: S 23 T 66 N R 27 W (Lat: 40.500514, Lng: -93.924208), Route carried "on" structure: County highway 102, Year Built: 2002, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Design Load: HS 20, Features Intersected: E FK OF BIG CR, Facility Carried by Structure: E 150 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7477, Location: S 2 T 65 N R 27 W (Lat: 40.471406, Lng: -93.901822), Route carried "on" structure: State highway N, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 219 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 285 (year 2041), Design Load: H 10, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.007, 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: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 43.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
Structure Number: 7477, Location: S 2 T 65 N R 27 W (Lat: 40.471406, Lng: -93.901822), Route carried "on" structure: State highway N, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 219 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 285 (year 2041), Design Load: H 10, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.007, 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: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 43.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)