Bridge Statistics for Kidder, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 89ft / 26.6mTotal length
- $1,273,000Total costs
- 27,221Total average daily traffic
- 8,805Total average daily truck traffic
- 56,258Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Kidder
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 21920-1929
- 11930-1939
- 11950-1959
- 21960-1969
- 11980-1989
- 31990-1999
- 32000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 41980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 21.4%Very good
- 50.0%Good
- 7.1%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 28.6%Very good
- 14.3%Good
- 28.6%Satisfactory
- 14.3%Fair
- 7.1%Poor
- 7.1%Serious
- Bridge Condition - Substructure
- 7.1%Excellent
- 14.3%Very good
- 7.1%Good
- 35.7%Satisfactory
- 7.1%Fair
- 21.4%Poor
- 7.1%Serious
- Bridge Condition - Channel
- 38.9%Satisfactory
- 50.0%Fair
- 11.1%Poor
- Bridge Condition - Culverts
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
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Structure Number: 12285, Location: S 4 T 57 N R 29 W (Lat: 39.787417, Lng: -94.150611), Route carried "on" structure: County highway 5, Year Built: 1993, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Features Intersected: JORDAN BR, Facility Carried by Structure: NW COLLEGE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, 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: 9.2m (30.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12285, Location: S 4 T 57 N R 29 W (Lat: 39.787417, Lng: -94.150611), Route carried "on" structure: County highway 5, Year Built: 1993, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Features Intersected: JORDAN BR, Facility Carried by Structure: NW COLLEGE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, 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: 9.2m (30.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12564, Location: S 9 T 57 N R 29 W (Lat: 39.764417, Lng: -94.148378), Route carried "on" structure: County highway 14, Year Built: 1950, Year Reconstructed: 2010, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2041), Design Load: H 10, Features Intersected: BR OF BRUSHY CR, Facility Carried by Structure: NW CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, 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: 7.6m (24.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 12564, Location: S 9 T 57 N R 29 W (Lat: 39.764417, Lng: -94.148378), Route carried "on" structure: County highway 14, Year Built: 1950, Year Reconstructed: 2010, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2041), Design Load: H 10, Features Intersected: BR OF BRUSHY CR, Facility Carried by Structure: NW CENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, 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: 7.6m (24.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1303, Location: S 23 T 57 N R 29 W (Lat: 39.728211, Lng: -94.121317), Route carried "on" structure: County highway 27, Year Built: 1993, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2041), Design Load: HS 20, Features Intersected: W SHEEP CR, Facility Carried by Structure: NW MILL CR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1303, Location: S 23 T 57 N R 29 W (Lat: 39.728211, Lng: -94.121317), Route carried "on" structure: County highway 27, Year Built: 1993, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2041), Design Load: HS 20, Features Intersected: W SHEEP CR, Facility Carried by Structure: NW MILL CR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18811, Location: S 28 T 58 N R 28 W (Lat: 39.801789, Lng: -94.054889), Route carried "on" structure: County highway 200, Year Built: 1920, Year Reconstructed: 1985, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: MARROWBONE CR, Facility Carried by Structure: 185TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, 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: 3, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.32m (1.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $350,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18811, Location: S 28 T 58 N R 28 W (Lat: 39.801789, Lng: -94.054889), Route carried "on" structure: County highway 200, Year Built: 1920, Year Reconstructed: 1985, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: MARROWBONE CR, Facility Carried by Structure: 185TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, 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: 3, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.32m (1.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $350,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18813, Location: S 33 T 58 N R 28 W (Lat: 39.797964, Lng: -94.054783), Route carried "on" structure: County highway 200, Year Built: 1910, Year Reconstructed: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: BR OF MARROWBONE C, Facility Carried by Structure: 185TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, 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: 8.8m (28.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 18813, Location: S 33 T 58 N R 28 W (Lat: 39.797964, Lng: -94.054783), Route carried "on" structure: County highway 200, Year Built: 1910, Year Reconstructed: 1985, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: BR OF MARROWBONE C, Facility Carried by Structure: 185TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, 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: 8.8m (28.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 18819, Location: S 33 T 58 N R 28 W (Lat: 39.794442, Lng: -94.054706), Route carried "on" structure: County highway 200, Year Built: 1980, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: BR OF MARROWBONE C, Facility Carried by Structure: 185TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, 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: 8.8m (28.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 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: 18819, Location: S 33 T 58 N R 28 W (Lat: 39.794442, Lng: -94.054706), Route carried "on" structure: County highway 200, Year Built: 1980, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: BR OF MARROWBONE C, Facility Carried by Structure: 185TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, 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: 8.8m (28.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 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: 18838, Location: S 32 T 57 N R 28 W (Lat: 39.785783, Lng: -94.059889), Route carried "on" structure: County highway 201, Year Built: 1900, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Features Intersected: TRIB OF MARROWBONE, Facility Carried by Structure: ZANE AVE
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal 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: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 18838, Location: S 32 T 57 N R 28 W (Lat: 39.785783, Lng: -94.059889), Route carried "on" structure: County highway 201, Year Built: 1900, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Features Intersected: TRIB OF MARROWBONE, Facility Carried by Structure: ZANE AVE
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal 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: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 19409, Location: S 33 T 58 N R 29 W (Lat: 39.787800, Lng: -94.162322), Route carried "on" structure: County highway 220, Year Built: 1930, Year Reconstructed: 2013, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: HS 20, Features Intersected: LONG BR, Facility Carried by Structure: ZANE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: 19409, Location: S 33 T 58 N R 29 W (Lat: 39.787800, Lng: -94.162322), Route carried "on" structure: County highway 220, Year Built: 1930, Year Reconstructed: 2013, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: HS 20, Features Intersected: LONG BR, Facility Carried by Structure: ZANE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: 24312, Location: S 17 T 57 N R 28 W (Lat: 39.742242, Lng: -94.066828), Route carried "on" structure: County highway 476, Year Built: 1922, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 115 (year 2041), Features Intersected: MILL CR, Facility Carried by Structure: NW OLD 36 HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, 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, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.25m (0.82ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $18,000, Total Project Cost: $273,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 24312, Location: S 17 T 57 N R 28 W (Lat: 39.742242, Lng: -94.066828), Route carried "on" structure: County highway 476, Year Built: 1922, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 115 (year 2041), Features Intersected: MILL CR, Facility Carried by Structure: NW OLD 36 HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, 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, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.25m (0.82ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $18,000, Total Project Cost: $273,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 28404, Location: S 24 T 57 N R 29 W (Lat: 39.727956, Lng: -94.098736), Route carried "on" structure: County highway 30, Year Built: 1999, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 12 (year 2041), Design Load: HS 20, Features Intersected: E. SHEEP CR., Facility Carried by Structure: NW MILL CR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 59.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 28404, Location: S 24 T 57 N R 29 W (Lat: 39.727956, Lng: -94.098736), Route carried "on" structure: County highway 30, Year Built: 1999, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 12 (year 2041), Design Load: HS 20, Features Intersected: E. SHEEP CR., Facility Carried by Structure: NW MILL CR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 59.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30567, Location: S 29 T 58 N R 28 W (Lat: 39.814406, Lng: -94.078658), Route carried "on" structure: County highway 203, Year Built: 2003, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: HS 20+Mod, Features Intersected: MARROWBONE CR, Facility Carried by Structure: 170TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Inventory Rating: 99.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 30567, Location: S 29 T 58 N R 28 W (Lat: 39.814406, Lng: -94.078658), Route carried "on" structure: County highway 203, Year Built: 2003, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 15 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2041), Design Load: HS 20+Mod, Features Intersected: MARROWBONE CR, Facility Carried by Structure: 170TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Inventory Rating: 99.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 31213, Location: S 14 T 57 N R 29 W (Lat: 39.742725, Lng: -94.121369), Route carried "on" structure: State highway D, Year Built: 2006, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 257 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 334 (year 2041), Design Load: HS 20, Features Intersected: WEST SHEEP CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.725, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 90.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: December 2020
Structure Number: 31213, Location: S 14 T 57 N R 29 W (Lat: 39.742725, Lng: -94.121369), Route carried "on" structure: State highway D, Year Built: 2006, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 257 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 334 (year 2041), Design Load: HS 20, Features Intersected: WEST SHEEP CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.725, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 90.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: December 2020
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Structure Number: 32479, Location: S 4 T 57 N R 29 W (Lat: 39.772917, Lng: -94.152667), Route carried "on" structure: County highway 7, Year Built: 2008, Status: Posted for load, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Design Load: HS 20, Features Intersected: JORDAN BR, Facility Carried by Structure: NW KENNEY DR
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: 8.3m (27.2ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $8,000, Total Project Cost: $118,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32479, Location: S 4 T 57 N R 29 W (Lat: 39.772917, Lng: -94.152667), Route carried "on" structure: County highway 7, Year Built: 2008, Status: Posted for load, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2041), Design Load: HS 20, Features Intersected: JORDAN BR, Facility Carried by Structure: NW KENNEY DR
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: 8.3m (27.2ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $8,000, Total Project Cost: $118,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 34055, Location: S 19 T 58 N R 28 W (Lat: 39.817300, Lng: -94.093100), Route carried "on" structure: State highway J, Year Built: 2012, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 455 (year 2041), Design Load: HS 20, Features Intersected: MARROWBONE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.897, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.7m (84.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34055, Location: S 19 T 58 N R 28 W (Lat: 39.817300, Lng: -94.093100), Route carried "on" structure: State highway J, Year Built: 2012, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 455 (year 2041), Design Load: HS 20, Features Intersected: MARROWBONE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.897, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.7m (84.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34057, Location: S 13 T 57 N R 29 W (Lat: 39.742500, Lng: -94.097100), Route carried "on" structure: State highway W, Year Built: 2012, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 117 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 152 (year 2041), Design Load: HS 20, Features Intersected: E SHEEP CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.238, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34057, Location: S 13 T 57 N R 29 W (Lat: 39.742500, Lng: -94.097100), Route carried "on" structure: State highway W, Year Built: 2012, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 117 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 152 (year 2041), Design Load: HS 20, Features Intersected: E SHEEP CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.238, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34716, Location: S 25 T 57 N R 29 W (Lat: 39.722889, Lng: -94.111417), Route carried "on" structure: County highway 29, Year Built: 2013, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Design Load: HS 20, Features Intersected: BR OF W SHEEP CR, Facility Carried by Structure: NW MANSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 34716, Location: S 25 T 57 N R 29 W (Lat: 39.722889, Lng: -94.111417), Route carried "on" structure: County highway 29, Year Built: 2013, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Design Load: HS 20, Features Intersected: BR OF W SHEEP CR, Facility Carried by Structure: NW MANSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 818, Location: S 14 T 57 N R 29 W (Lat: 39.750417, Lng: -94.117594), Route carried "on" structure: US 36, Year Built: 1963, Year Reconstructed: 1993, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 12,288 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 25,805 (year 2041), Design Load: H 20, Features Intersected: W SHEEP CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.482, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 818, Location: S 14 T 57 N R 29 W (Lat: 39.750417, Lng: -94.117594), Route carried "on" structure: US 36, Year Built: 1963, Year Reconstructed: 1993, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 12,288 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 25,805 (year 2041), Design Load: H 20, Features Intersected: W SHEEP CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.482, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 819, Location: S 17 T 57 N R 28 W (Lat: 39.749269, Lng: -94.071392), Route carried "on" structure: US 36, Year Built: 1963, Year Reconstructed: 1993, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 13,864 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 29,114 (year 2041), Design Load: H 20, Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.444, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 819, Location: S 17 T 57 N R 28 W (Lat: 39.749269, Lng: -94.071392), Route carried "on" structure: US 36, Year Built: 1963, Year Reconstructed: 1993, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 13,864 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 29,114 (year 2041), Design Load: H 20, Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.444, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020