Bridge Statistics for Belton, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 236ft / 72.1mTotal length
- $858,000Total costs
- 175,670Total average daily traffic
- 24,172Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Belton
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11940-1949
- 21950-1959
- 61960-1969
- 21980-1989
- 31990-1999
- 112000-2009
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 31990-1999
- 12000-2009
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 14.3%Very good
- 42.9%Good
- 42.9%Satisfactory
- Bridge Condition - Substructure
- 21.4%Very good
- 21.4%Good
- 35.7%Satisfactory
- 21.4%Fair
- Bridge Condition - Channel
- 9.1%Excellent
- 27.3%Very good
- 4.5%Good
- 40.9%Satisfactory
- 13.6%Fair
- 4.5%Poor
- Bridge Condition - Culverts
- 91.7%Good
- 8.3%Fair
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Structure Number: 1246, Location: S 27 T 46 N R 33 W (Lat: 38.778342, Lng: -94.569417), Route carried "on" structure: County highway 10, Year Built: 1950, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 720 (year 2041), Features Intersected: BR OF W FK, Facility Carried by Structure: PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, 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: 7.3m (24.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $155,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1246, Location: S 27 T 46 N R 33 W (Lat: 38.778342, Lng: -94.569417), Route carried "on" structure: County highway 10, Year Built: 1950, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 720 (year 2041), Features Intersected: BR OF W FK, Facility Carried by Structure: PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, 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: 7.3m (24.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $155,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1248, Location: S 15 T 46 N R 33 W (Lat: 38.805500, Lng: -94.549039), Route carried "on" structure: County highway 11, Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,280 (year 2041), Design Load: H 15, Features Intersected: WEST FK, Facility Carried by Structure: CLEVELAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1248, Location: S 15 T 46 N R 33 W (Lat: 38.805500, Lng: -94.549039), Route carried "on" structure: County highway 11, Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,280 (year 2041), Design Load: H 15, Features Intersected: WEST FK, Facility Carried by Structure: CLEVELAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12571, Location: S 26 T 46 N R 33 W (Lat: 38.777508, Lng: -94.551006), Route carried "on" structure: County highway 14, Year Built: 1950, Year Reconstructed: 2006, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 720 (year 2041), Features Intersected: WEST FK, Facility Carried by Structure: CLEVELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, 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: 7.6m (24.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Total Project Cost: $165,000 ( Estimate for 2022), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12571, Location: S 26 T 46 N R 33 W (Lat: 38.777508, Lng: -94.551006), Route carried "on" structure: County highway 14, Year Built: 1950, Year Reconstructed: 2006, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 720 (year 2041), Features Intersected: WEST FK, Facility Carried by Structure: CLEVELAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, 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: 7.6m (24.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Total Project Cost: $165,000 ( Estimate for 2022), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12642, Location: S 23 T 46 N R 33 W (Lat: 38.785633, Lng: -94.536119), Route carried "on" structure: County highway 16, Year Built: 1910, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 230 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 368 (year 2041), Features Intersected: WEST FK, Facility Carried by Structure: 187 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.24m (0.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $19,000, Total Project Cost: $280,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12642, Location: S 23 T 46 N R 33 W (Lat: 38.785633, Lng: -94.536119), Route carried "on" structure: County highway 16, Year Built: 1910, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 230 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 368 (year 2041), Features Intersected: WEST FK, Facility Carried by Structure: 187 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.24m (0.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $19,000, Total Project Cost: $280,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13531, Location: S 29 T 46 N R 32 W (Lat: 38.769869, Lng: -94.511389), Route carried "on" structure: County highway 41, Year Built: 1940, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 205 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 328 (year 2041), Features Intersected: BR OF W CR, Facility Carried by Structure: 195 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $8,000, Total Project Cost: $127,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13531, Location: S 29 T 46 N R 32 W (Lat: 38.769869, Lng: -94.511389), Route carried "on" structure: County highway 41, Year Built: 1940, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 205 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 328 (year 2041), Features Intersected: BR OF W CR, Facility Carried by Structure: 195 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $8,000, Total Project Cost: $127,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1749, Location: S 29 T 46 N R 32 W (Lat: 38.770744, Lng: -94.491922), Route carried "on" structure: Interstate 49, Year Built: 1968, Year Reconstructed: 2004, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 16,813 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 29,423 (year 2041), Design Load: HS 20, Features Intersected: CRD 195TH ST, E FK EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.238, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
Structure Number: 1749, Location: S 29 T 46 N R 32 W (Lat: 38.770744, Lng: -94.491922), Route carried "on" structure: Interstate 49, Year Built: 1968, Year Reconstructed: 2004, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 16,813 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 29,423 (year 2041), Design Load: HS 20, Features Intersected: CRD 195TH ST, E FK EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.238, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
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Structure Number: 175, Location: S 31 T 49 N R 25 W (Lat: 38.996044, Lng: -93.717269), Route carried "on" structure: Interstate 70, Year Built: 1963, Year Reconstructed: 1988, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 12,938 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 23,935 (year 2041), Design Load: HS 20+Mod, Features Intersected: DAVIS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 321.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 175, Location: S 31 T 49 N R 25 W (Lat: 38.996044, Lng: -93.717269), Route carried "on" structure: Interstate 70, Year Built: 1963, Year Reconstructed: 1988, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 12,938 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 23,935 (year 2041), Design Load: HS 20+Mod, Features Intersected: DAVIS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 321.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 175, Location: S 29 T 46 N R 32 W (Lat: 38.770744, Lng: -94.491583), Route carried "on" structure: Interstate 49, Year Built: 1968, Year Reconstructed: 2004, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 19,186 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 33,576 (year 2041), Design Load: HS 20, Features Intersected: CRD 195TH ST, E FK EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 275.762, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
Structure Number: 175, Location: S 29 T 46 N R 32 W (Lat: 38.770744, Lng: -94.491583), Route carried "on" structure: Interstate 49, Year Built: 1968, Year Reconstructed: 2004, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 19,186 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 33,576 (year 2041), Design Load: HS 20, Features Intersected: CRD 195TH ST, E FK EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 275.762, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
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Structure Number: 2908, Location: S 9 T 46 N R 33 W (Lat: 38.816797, Lng: -94.569233), Route carried "on" structure: State highway 58, Year Built: 2002, Status: Open, Structure Length: 6.69m (21.95ft), Average Daily Traffic: 11,033 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 20,411 (year 2041), Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.403, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, 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: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2908, Location: S 9 T 46 N R 33 W (Lat: 38.816797, Lng: -94.569233), Route carried "on" structure: State highway 58, Year Built: 2002, Status: Open, Structure Length: 6.69m (21.95ft), Average Daily Traffic: 11,033 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 20,411 (year 2041), Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.403, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, 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: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32371, Location: S 12 T 46 N R 33 W (Lat: 38.825353, Lng: -94.520481), Route carried "on" structure: Interstate 49, Year Built: 2008, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 26,376 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 46,158 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST 163RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.646, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32371, Location: S 12 T 46 N R 33 W (Lat: 38.825353, Lng: -94.520481), Route carried "on" structure: Interstate 49, Year Built: 2008, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 26,376 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 46,158 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST 163RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.646, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32395, Location: S 12 T 46 N R 33 W (Lat: 38.825217, Lng: -94.520650), Route carried "on" structure: Interstate 49, Year Built: 2008, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 35,471 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 62,074 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST 163RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.346, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32395, Location: S 12 T 46 N R 33 W (Lat: 38.825217, Lng: -94.520650), Route carried "on" structure: Interstate 49, Year Built: 2008, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 35,471 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 62,074 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST 163RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.346, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34833, Location: S 15 T 46 N R 33 W (Lat: 38.808111, Lng: -94.567278), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 34833, Location: S 15 T 46 N R 33 W (Lat: 38.808111, Lng: -94.567278), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 34834, Location: S 15 T 46 N R 33 W (Lat: 38.807944, Lng: -94.566000), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: MONTGALL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 34834, Location: S 15 T 46 N R 33 W (Lat: 38.807944, Lng: -94.566000), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: MONTGALL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 34835, Location: S 15 T 46 N R 33 W (Lat: 38.807972, Lng: -94.564667), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: CHESTNUT DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 34835, Location: S 15 T 46 N R 33 W (Lat: 38.807972, Lng: -94.564667), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: CHESTNUT DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 34836, Location: S 15 T 46 N R 33 W (Lat: 38.807778, Lng: -94.563361), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: S BENTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 34836, Location: S 15 T 46 N R 33 W (Lat: 38.807778, Lng: -94.563361), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: S BENTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 34838, Location: S 14 T 46 N R 33 W (Lat: 38.800056, Lng: -94.533472), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: CAMBRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 34838, Location: S 14 T 46 N R 33 W (Lat: 38.800056, Lng: -94.533472), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: CAMBRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 34839, Location: S 14 T 46 N R 33 W (Lat: 38.801667, Lng: -94.533806), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: NANETTE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 34839, Location: S 14 T 46 N R 33 W (Lat: 38.801667, Lng: -94.533806), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: NANETTE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 3484, Location: S 762 T 47 N R 4 E (Lat: 38.799767, Lng: -90.620267), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 1,686 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 3,035 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, Facility Carried by Structure: MID RIVERS MALL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.932, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3484, Location: S 762 T 47 N R 4 E (Lat: 38.799767, Lng: -90.620267), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 1,686 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 3,035 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 70, Facility Carried by Structure: MID RIVERS MALL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.932, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3484, Location: S 14 T 46 N R 33 W (Lat: 38.803333, Lng: -94.534444), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: GEORGIA LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 3484, Location: S 14 T 46 N R 33 W (Lat: 38.803333, Lng: -94.534444), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DTCH, Facility Carried by Structure: GEORGIA LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 34841, Location: S 6 T 46 N R 32 W (Lat: 38.828056, Lng: -94.511139), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 20, Features Intersected: OIL CR, Facility Carried by Structure: 163RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34841, Location: S 6 T 46 N R 32 W (Lat: 38.828056, Lng: -94.511139), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 20, Features Intersected: OIL CR, Facility Carried by Structure: 163RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34842, Location: S 6 T 46 N R 32 W (Lat: 38.830111, Lng: -94.510417), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: OIL CR, Facility Carried by Structure: 162ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 93.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34842, Location: S 6 T 46 N R 32 W (Lat: 38.830111, Lng: -94.510417), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: OIL CR, Facility Carried by Structure: 162ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 93.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34843, Location: S 12 T 46 N R 33 W (Lat: 38.821972, Lng: -94.524167), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CR, Facility Carried by Structure: 163RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2021
Structure Number: 34843, Location: S 12 T 46 N R 33 W (Lat: 38.821972, Lng: -94.524167), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CR, Facility Carried by Structure: 163RD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2021
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Structure Number: 34846, Location: S 14 T 46 N R 33 W (Lat: 38.800583, Lng: -94.543194), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 20, Features Intersected: WEST FK, Facility Carried by Structure: W CAMBRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $9,000, Total Project Cost: $131,000 ( Estimate for 2022)
Structure Number: 34846, Location: S 14 T 46 N R 33 W (Lat: 38.800583, Lng: -94.543194), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,600 (year 2041), Design Load: HS 20, Features Intersected: WEST FK, Facility Carried by Structure: W CAMBRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $9,000, Total Project Cost: $131,000 ( Estimate for 2022)
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Structure Number: 35014, Location: S 12 T 46 N R 33 W (Lat: 38.819889, Lng: -94.518278), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CR, Facility Carried by Structure: MARKEY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 3 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: Very good, Culverts: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 35014, Location: S 12 T 46 N R 33 W (Lat: 38.819889, Lng: -94.518278), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CR, Facility Carried by Structure: MARKEY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 3 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: Very good, Culverts: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 35591, Location: S 12 T 46 N R 33 W (Lat: 38.823056, Lng: -94.511667), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CR, Facility Carried by Structure: N MULLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 35591, Location: S 12 T 46 N R 33 W (Lat: 38.823056, Lng: -94.511667), Route carried "on" structure: City street , Year Built: 2016, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CR, Facility Carried by Structure: N MULLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 35595, Location: S 6 T 46 N R 32 W (Lat: 38.828806, Lng: -94.509500), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO OIL CR, Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 35595, Location: S 6 T 46 N R 32 W (Lat: 38.828806, Lng: -94.509500), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO OIL CR, Facility Carried by Structure: EASTERN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 1749, Location: S 29 T 46 N R 32 W (Lat: 38.770744, Lng: -94.491922), Route carried "under" structure: County highway , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 564 (year 2021), Truck Traffic: 11%, Features Intersected: CRD 195TH ST, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.043, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 1749, Location: S 29 T 46 N R 32 W (Lat: 38.770744, Lng: -94.491922), Route carried "under" structure: County highway , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 564 (year 2021), Truck Traffic: 11%, Features Intersected: CRD 195TH ST, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.043, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 175, Location: S 29 T 46 N R 32 W (Lat: 38.770744, Lng: -94.491583), Route carried "under" structure: County highway , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 564 (year 2021), Truck Traffic: 11%, Features Intersected: CRD 195TH ST, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.074, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 175, Location: S 29 T 46 N R 32 W (Lat: 38.770744, Lng: -94.491583), Route carried "under" structure: County highway , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 564 (year 2021), Truck Traffic: 11%, Features Intersected: CRD 195TH ST, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.074, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 32371, Location: S 12 T 46 N R 33 W (Lat: 38.825353, Lng: -94.520481), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 13,868 (year 2021), Truck Traffic: 5%, Features Intersected: CST 163RD ST, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 2.668, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)
Structure Number: 32371, Location: S 12 T 46 N R 33 W (Lat: 38.825353, Lng: -94.520481), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 13,868 (year 2021), Truck Traffic: 5%, Features Intersected: CST 163RD ST, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 2.668, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)
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Structure Number: 32371, Location: S 12 T 46 N R 33 W (Lat: 38.825353, Lng: -94.520481), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 13,868 (year 2021), Truck Traffic: 5%, Features Intersected: CST 163RD ST, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.974, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)
Structure Number: 32371, Location: S 12 T 46 N R 33 W (Lat: 38.825353, Lng: -94.520481), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 13,868 (year 2021), Truck Traffic: 5%, Features Intersected: CST 163RD ST, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.974, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)
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Structure Number: 32395, Location: S 12 T 46 N R 33 W (Lat: 38.825217, Lng: -94.520650), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 7,326 (year 2021), Truck Traffic: 5%, Features Intersected: CST 163RD ST, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.953, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)
Structure Number: 32395, Location: S 12 T 46 N R 33 W (Lat: 38.825217, Lng: -94.520650), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 7,326 (year 2021), Truck Traffic: 5%, Features Intersected: CST 163RD ST, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.953, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)
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Structure Number: 32395, Location: S 12 T 46 N R 33 W (Lat: 38.825217, Lng: -94.520650), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 6,542 (year 2021), Truck Traffic: 5%, Features Intersected: CST 163RD ST, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 2.689, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)
Structure Number: 32395, Location: S 12 T 46 N R 33 W (Lat: 38.825217, Lng: -94.520650), Route carried "under" structure: City street , Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 6,542 (year 2021), Truck Traffic: 5%, Features Intersected: CST 163RD ST, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 2.689, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.4m (139.1ft)