Bridge Statistics for Kansas City, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 1,257Number of bridges
- 19,905ft / 6,067mTotal length
- $421,859,000Total costs
- 21,759,211Total average daily traffic
- 2,653,175Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kansas City
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21900-1909
- 31910-1919
- 91920-1929
- 241930-1939
- 131940-1949
- 1561950-1959
- 2461960-1969
- 1111970-1979
- 2021980-1989
- 2211990-1999
- 1642000-2009
- 742010-2019
- 312020-2022
- Reconstructed bridges - Historical Statistics
- 51960-1969
- 271970-1979
- 591980-1989
- 141990-1999
- 342000-2009
- 242010-2019
- 12020-2022
- Bridge Condition - Deck
- 5.4%Excellent
- 54.9%Very good
- 26.3%Good
- 10.8%Satisfactory
- 2.6%Fair
- 0.7%Poor
- 0.6%Serious
- 0.4%Failed
- Bridge Condition - Superstructure
- 6.0%Excellent
- 18.8%Very good
- 36.2%Good
- 22.4%Satisfactory
- 13.1%Fair
- 3.0%Poor
- 0.6%Serious
- Bridge Condition - Substructure
- 4.5%Excellent
- 17.5%Very good
- 33.8%Good
- 31.9%Satisfactory
- 11.2%Fair
- 1.1%Poor
- Bridge Condition - Channel
- 21.8%Very good
- 34.3%Good
- 28.3%Satisfactory
- 13.4%Fair
- 2.2%Poor
- Bridge Condition - Culverts
- 1.2%Excellent
- 22.3%Very good
- 29.5%Good
- 33.7%Satisfactory
- 9.0%Fair
- 3.6%Poor
- 0.6%Serious
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Structure Number: 3806, Location: S 26 T 50 N R 33 W (Lat: 39.116831, Lng: -94.590661), Route carried "on" structure: US 169, Year Built: 1955, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 18,839 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 33,910 (year 2041), Design Load: HS 20, Features Intersected: CST HARLEM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.884, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.24m (0.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $295,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3806, Location: S 26 T 50 N R 33 W (Lat: 39.116831, Lng: -94.590661), Route carried "on" structure: US 169, Year Built: 1955, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 18,839 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 33,910 (year 2041), Design Load: HS 20, Features Intersected: CST HARLEM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.884, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.24m (0.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $295,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3807, Location: S 31 T 50 N R 33 W (Lat: 39.111761, Lng: -94.589361), Route carried "on" structure: US 169, Year Built: 1955, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 84.25m (276.41ft), Average Daily Traffic: 37,270 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 67,086 (year 2041), Design Load: HS 20, Features Intersected: MISSOURI RVR, CST W 4TH,
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 201.502, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 15.8m (51.8ft), Horizontal Clearance: 152.4m (500.0ft)), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 13, Length of Maximum Span: 164.6m (540.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.42m (27.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $61,774,000, Roadway Improvement Cost: $6,177,000, Total Project Cost: $92,661,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3807, Location: S 31 T 50 N R 33 W (Lat: 39.111761, Lng: -94.589361), Route carried "on" structure: US 169, Year Built: 1955, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 84.25m (276.41ft), Average Daily Traffic: 37,270 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 67,086 (year 2041), Design Load: HS 20, Features Intersected: MISSOURI RVR, CST W 4TH,
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 201.502, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 15.8m (51.8ft), Horizontal Clearance: 152.4m (500.0ft)), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 13, Length of Maximum Span: 164.6m (540.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.42m (27.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $61,774,000, Roadway Improvement Cost: $6,177,000, Total Project Cost: $92,661,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3852, Location: S 9 T 51 N R 34 W (Lat: 39.253383, Lng: -94.714953), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 866 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,559 (year 2041), Design Load: HS 20, Features Intersected: MO 152, Facility Carried by Structure: N CHILDRESS AVE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.334, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.4m (129.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3852, Location: S 9 T 51 N R 34 W (Lat: 39.253383, Lng: -94.714953), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 866 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,559 (year 2041), Design Load: HS 20, Features Intersected: MO 152, Facility Carried by Structure: N CHILDRESS AVE S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.334, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.4m (129.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 3853, Location: S 2 T 51 N R 34 W (Lat: 39.254086, Lng: -94.686972), Route carried "on" structure: State highway 152, Year Built: 1991, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 14,943 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 30,633 (year 2041), Design Load: HS 20, Features Intersected: CST AMITY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.896, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.4m (50.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3853, Location: S 2 T 51 N R 34 W (Lat: 39.254086, Lng: -94.686972), Route carried "on" structure: State highway 152, Year Built: 1991, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 14,943 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 30,633 (year 2041), Design Load: HS 20, Features Intersected: CST AMITY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.896, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.4m (50.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 3854, Location: S 2 T 51 N R 34 W (Lat: 39.253819, Lng: -94.686956), Route carried "on" structure: State highway 152, Year Built: 1991, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 6,388 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 13,095 (year 2041), Design Load: HS 20, Features Intersected: CST AMITY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.270, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.4m (50.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3854, Location: S 2 T 51 N R 34 W (Lat: 39.253819, Lng: -94.686956), Route carried "on" structure: State highway 152, Year Built: 1991, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 6,388 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 13,095 (year 2041), Design Load: HS 20, Features Intersected: CST AMITY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.270, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.4m (50.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 3855, Location: S 1 T 51 N R 34 W (Lat: 39.254531, Lng: -94.667894), Route carried "on" structure: State highway 152, Year Built: 1991, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 14,943 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 30,633 (year 2041), Design Load: HS 20, Features Intersected: CST N CONGRESS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.245, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 65.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3855, Location: S 1 T 51 N R 34 W (Lat: 39.254531, Lng: -94.667894), Route carried "on" structure: State highway 152, Year Built: 1991, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 14,943 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 30,633 (year 2041), Design Load: HS 20, Features Intersected: CST N CONGRESS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.245, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 65.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 3856, Location: S 1 T 51 N R 34 W (Lat: 39.254283, Lng: -94.667917), Route carried "on" structure: State highway 152, Year Built: 1991, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 15,280 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 31,324 (year 2041), Design Load: HS 20, Features Intersected: CST N CONGRESS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.913, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3856, Location: S 1 T 51 N R 34 W (Lat: 39.254283, Lng: -94.667917), Route carried "on" structure: State highway 152, Year Built: 1991, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 15,280 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 31,324 (year 2041), Design Load: HS 20, Features Intersected: CST N CONGRESS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.913, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 3871, Location: S 15 T 48 N R 33 W (Lat: 38.990614, Lng: -94.552589), Route carried "on" structure: US 71, Year Built: 1988, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 39,284 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 53,033 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST E 75TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 307.743, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3871, Location: S 15 T 48 N R 33 W (Lat: 38.990614, Lng: -94.552589), Route carried "on" structure: US 71, Year Built: 1988, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 39,284 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 53,033 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST E 75TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 307.743, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 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: 3872, Location: S 15 T 48 N R 33 W (Lat: 38.990625, Lng: -94.552944), Route carried "on" structure: US 71, Year Built: 1988, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 41,659 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 56,240 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST E 75TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.972, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.0 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, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3872, Location: S 15 T 48 N R 33 W (Lat: 38.990625, Lng: -94.552944), Route carried "on" structure: US 71, Year Built: 1988, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 41,659 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 56,240 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST E 75TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.972, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.0 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, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3873, Location: S 15 T 48 N R 33 W (Lat: 38.986933, Lng: -94.551800), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 1,116 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,562 (year 2041), Design Load: HS 20, Features Intersected: US 71, Facility Carried by Structure: E 77TH ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.455, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.6m (110.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3873, Location: S 15 T 48 N R 33 W (Lat: 38.986933, Lng: -94.551800), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 1,116 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,562 (year 2041), Design Load: HS 20, Features Intersected: US 71, Facility Carried by Structure: E 77TH ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.455, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.6m (110.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3874, Location: S 15 T 48 N R 33 W (Lat: 38.979631, Lng: -94.546219), Route carried "on" structure: US 71, Year Built: 1988, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 39,284 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 53,033 (year 2041), Design Load: HS 20+Mod, Features Intersected: SOUTH ACCESS RD, BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 306.344, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.7 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3874, Location: S 15 T 48 N R 33 W (Lat: 38.979631, Lng: -94.546219), Route carried "on" structure: US 71, Year Built: 1988, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 39,284 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 53,033 (year 2041), Design Load: HS 20+Mod, Features Intersected: SOUTH ACCESS RD, BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 306.344, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.7 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3875, Location: S 15 T 48 N R 33 W (Lat: 38.979642, Lng: -94.546611), Route carried "on" structure: US 71, Year Built: 1988, Status: Open, Structure Length: 14.81m (48.59ft), Average Daily Traffic: 41,659 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 56,240 (year 2041), Design Load: HS 20+Mod, Features Intersected: SOUTH ACCESS RD, BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.303, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.9 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 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3875, Location: S 15 T 48 N R 33 W (Lat: 38.979642, Lng: -94.546611), Route carried "on" structure: US 71, Year Built: 1988, Status: Open, Structure Length: 14.81m (48.59ft), Average Daily Traffic: 41,659 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 56,240 (year 2041), Design Load: HS 20+Mod, Features Intersected: SOUTH ACCESS RD, BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.303, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.9 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 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: October 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: 3925, Location: S 22 T 48 N R 33 W (Lat: 38.968619, Lng: -94.543781), Route carried "on" structure: US 71, Year Built: 1988, Year Reconstructed: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 80,943 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 109,273 (year 2041), Design Load: HS 20, Features Intersected: BR OF HEART GROVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.698, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: November 2021
Structure Number: 3925, Location: S 22 T 48 N R 33 W (Lat: 38.968619, Lng: -94.543781), Route carried "on" structure: US 71, Year Built: 1988, Year Reconstructed: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 80,943 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 109,273 (year 2041), Design Load: HS 20, Features Intersected: BR OF HEART GROVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 204.698, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: November 2021
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Structure Number: 394, Location: S 24 T 49 N R 33 W (Lat: 39.047886, Lng: -94.499767), Route carried "on" structure: Interstate 435, Year Built: 1964, Year Reconstructed: 1972, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 78,729 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 106,284 (year 2041), Design Load: HS 20, Features Intersected: GRAVE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.567, Lanes on structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.24m (0.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000 ( Estimate for 2022)
Structure Number: 394, Location: S 24 T 49 N R 33 W (Lat: 39.047886, Lng: -94.499767), Route carried "on" structure: Interstate 435, Year Built: 1964, Year Reconstructed: 1972, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 78,729 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 106,284 (year 2041), Design Load: HS 20, Features Intersected: GRAVE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.567, Lanes on structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.24m (0.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000 ( Estimate for 2022)
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Structure Number: 3959, Location: S 3 T 48 N R 33 W (Lat: 39.007294, Lng: -94.554828), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 4,619 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,236 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: E MEYER BLVD E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.563, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.4m (63.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 78.3 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: Equal to present desirable 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3959, Location: S 3 T 48 N R 33 W (Lat: 39.007294, Lng: -94.554828), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 4,619 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,236 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: E MEYER BLVD E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.563, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.4m (63.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 78.3 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: Equal to present desirable 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: October 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: 396, Location: S 2 T 44 N R 11 W (Lat: 38.572286, Lng: -92.173161), Route carried "on" structure: US 50, Year Built: 1959, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 33,177 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 58,060 (year 2041), Design Load: H 20, Features Intersected: BRANCH OF WEARS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 226.734, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 25 degrees, 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, 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: July 2020
Structure Number: 396, Location: S 2 T 44 N R 11 W (Lat: 38.572286, Lng: -92.173161), Route carried "on" structure: US 50, Year Built: 1959, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 33,177 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 58,060 (year 2041), Design Load: H 20, Features Intersected: BRANCH OF WEARS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 226.734, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 25 degrees, 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, 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: July 2020
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Structure Number: 396, Location: S 3 T 48 N R 33 W (Lat: 39.007644, Lng: -94.554822), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 3,927 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,301 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: E MEYER BLVD W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.321, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 396, Location: S 3 T 48 N R 33 W (Lat: 39.007644, Lng: -94.554822), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 3,927 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,301 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: E MEYER BLVD W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.321, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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: October 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: 3961, Location: S 3 T 48 N R 33 W (Lat: 39.012414, Lng: -94.554528), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 18,205 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 24,577 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: E 63RD ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.905, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3961, Location: S 3 T 48 N R 33 W (Lat: 39.012414, Lng: -94.554528), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 18,205 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 24,577 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: E 63RD ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.905, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.0 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3962, Location: S 27 T 49 N R 33 W (Lat: 39.033706, Lng: -94.553250), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 2,990 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,186 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: E 51ST ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.316, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.2m (102.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.9 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: Meets minimum limits, Underclear: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3962, Location: S 27 T 49 N R 33 W (Lat: 39.033706, Lng: -94.553250), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 2,990 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,186 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: E 51ST ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.316, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.2m (102.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.9 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: Meets minimum limits, Underclear: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4029, Location: S 13 T 49 N R 33 W (Lat: 39.069253, Lng: -94.501306), Route carried "on" structure: US 40, Year Built: 1991, Status: Open, Structure Length: 12.65m (41.50ft), Average Daily Traffic: 6,115 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 8,255 (year 2041), Design Load: HS 20+Mod, Features Intersected: BNSF RR, UP RR, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 62.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4029, Location: S 13 T 49 N R 33 W (Lat: 39.069253, Lng: -94.501306), Route carried "on" structure: US 40, Year Built: 1991, Status: Open, Structure Length: 12.65m (41.50ft), Average Daily Traffic: 6,115 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 8,255 (year 2041), Design Load: HS 20+Mod, Features Intersected: BNSF RR, UP RR, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 62.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 4035, Location: S 34 T 49 N R 33 W (Lat: 39.018447, Lng: -94.554817), Route carried "on" structure: US 71, Year Built: 1993, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 95,112 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 128,401 (year 2041), Design Load: HS 20, Features Intersected: TOWN FK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.831, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: November 2021
Structure Number: 4035, Location: S 34 T 49 N R 33 W (Lat: 39.018447, Lng: -94.554817), Route carried "on" structure: US 71, Year Built: 1993, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 95,112 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 128,401 (year 2041), Design Load: HS 20, Features Intersected: TOWN FK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.831, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: November 2021
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Structure Number: 4036, Location: S 34 T 49 N R 33 W (Lat: 39.016714, Lng: -94.550056), Route carried "on" structure: US 71, Year Built: 1993, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 95,112 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 128,401 (year 2041), Design Load: HS 20, Features Intersected: TOWN FK CR OVRFL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.625, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, 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: November 2021
Structure Number: 4036, Location: S 34 T 49 N R 33 W (Lat: 39.016714, Lng: -94.550056), Route carried "on" structure: US 71, Year Built: 1993, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 95,112 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 128,401 (year 2041), Design Load: HS 20, Features Intersected: TOWN FK CR OVRFL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 199.625, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, 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: November 2021
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Structure Number: 4038, Location: S 27 T 49 N R 33 W (Lat: 39.036514, Lng: -94.554547), Route carried "on" structure: US 71, Year Built: 1995, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 48,078 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 64,905 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 197.779, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.0m (144.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4038, Location: S 27 T 49 N R 33 W (Lat: 39.036514, Lng: -94.554547), Route carried "on" structure: US 71, Year Built: 1995, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 48,078 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 64,905 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 197.779, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.0m (144.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4039, Location: S 28 T 49 N R 33 W (Lat: 39.041614, Lng: -94.558786), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 17.07m (56.00ft), Average Daily Traffic: 3,899 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,459 (year 2041), Design Load: HS 20, Features Intersected: BRUSH CR, Facility Carried by Structure: BRUCE R WATKINS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.78m (5.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,583,000, Roadway Improvement Cost: $158,000, Total Project Cost: $2,374,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4039, Location: S 28 T 49 N R 33 W (Lat: 39.041614, Lng: -94.558786), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 17.07m (56.00ft), Average Daily Traffic: 3,899 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5,459 (year 2041), Design Load: HS 20, Features Intersected: BRUSH CR, Facility Carried by Structure: BRUCE R WATKINS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.78m (5.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,583,000, Roadway Improvement Cost: $158,000, Total Project Cost: $2,374,000 ( Estimate for 2022), 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: 404, Location: S 29 T 36 N R 6 E (Lat: 37.803142, Lng: -90.397842), Route carried "on" structure: State highway EE, Year Built: 1959, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 1,966 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,146 (year 2041), Design Load: H 15, Features Intersected: WOLF CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 404, Location: S 29 T 36 N R 6 E (Lat: 37.803142, Lng: -90.397842), Route carried "on" structure: State highway EE, Year Built: 1959, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 1,966 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,146 (year 2041), Design Load: H 15, Features Intersected: WOLF CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.773, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 404, Location: S 28 T 49 N R 33 W (Lat: 39.042269, Lng: -94.560700), Route carried "on" structure: Ramp State highway , Year Built: 1997, Status: Open, Structure Length: 16.98m (55.71ft), Average Daily Traffic: 12,010 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,214 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CR, Facility Carried by Structure: RP US71S TO SWOPE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.616, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very 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: Equal to 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 404, Location: S 28 T 49 N R 33 W (Lat: 39.042269, Lng: -94.560700), Route carried "on" structure: Ramp State highway , Year Built: 1997, Status: Open, Structure Length: 16.98m (55.71ft), Average Daily Traffic: 12,010 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,214 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CR, Facility Carried by Structure: RP US71S TO SWOPE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.616, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very 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: Equal to 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: October 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: 4041, Location: S 28 T 49 N R 33 W (Lat: 39.041967, Lng: -94.559506), Route carried "on" structure: US 71, Year Built: 1997, Status: Open, Structure Length: 34.69m (113.81ft), Average Daily Traffic: 35,348 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 47,720 (year 2041), Design Load: HS 20, Features Intersected: CST DR MARTIN LUTHER K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 313.562, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 55.8m (183.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4041, Location: S 28 T 49 N R 33 W (Lat: 39.041967, Lng: -94.559506), Route carried "on" structure: US 71, Year Built: 1997, Status: Open, Structure Length: 34.69m (113.81ft), Average Daily Traffic: 35,348 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 47,720 (year 2041), Design Load: HS 20, Features Intersected: CST DR MARTIN LUTHER K
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 313.562, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 55.8m (183.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2020, 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: 4042, Location: S 28 T 49 N R 33 W (Lat: 39.042144, Lng: -94.559889), Route carried "on" structure: US 71, Year Built: 1997, Status: Open, Structure Length: 34.66m (113.71ft), Average Daily Traffic: 31,774 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 42,895 (year 2041), Design Load: HS 20, Features Intersected: CST DR MARTIN LUTHER KIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 196.857, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 55.8m (183.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4042, Location: S 28 T 49 N R 33 W (Lat: 39.042144, Lng: -94.559889), Route carried "on" structure: US 71, Year Built: 1997, Status: Open, Structure Length: 34.66m (113.71ft), Average Daily Traffic: 31,774 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 42,895 (year 2041), Design Load: HS 20, Features Intersected: CST DR MARTIN LUTHER KIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 196.857, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 55.8m (183.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: June 2020, 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: 4137, Location: S 15 T 49 N R 33 W (Lat: 39.070117, Lng: -94.560350), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 11,426 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,425 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, RP FRONTAGE RD TO, Facility Carried by Structure: E 31ST ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.120, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,910,000, Roadway Improvement Cost: $191,000, Total Project Cost: $2,865,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4137, Location: S 15 T 49 N R 33 W (Lat: 39.070117, Lng: -94.560350), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 11,426 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,425 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, RP FRONTAGE RD TO, Facility Carried by Structure: E 31ST ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.120, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,910,000, Roadway Improvement Cost: $191,000, Total Project Cost: $2,865,000 ( Estimate for 2022), 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: 4138, Location: S 21 T 42 N R 27 W (Lat: 39.068331, Lng: -94.560369), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 16,003 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 21,604 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: LINWOOD BLVD E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.570, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 76.5 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.68m (2.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,383,000, Roadway Improvement Cost: $138,000, Total Project Cost: $2,074,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4138, Location: S 21 T 42 N R 27 W (Lat: 39.068331, Lng: -94.560369), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 16,003 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 21,604 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: LINWOOD BLVD E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.570, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 76.5 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.68m (2.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,383,000, Roadway Improvement Cost: $138,000, Total Project Cost: $2,074,000 ( Estimate for 2022), 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: 414, Location: S 22 T 21 N R 24 W (Lat: 36.505719, Lng: -93.526828), Route carried "on" structure: State highway 86, Year Built: 1957, Year Reconstructed: 2005, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 3,259 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 6,518 (year 2041), Design Load: H 15, Features Intersected: BIG INDIAN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.433, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.89m (2.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $762,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,144,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 414, Location: S 22 T 21 N R 24 W (Lat: 36.505719, Lng: -93.526828), Route carried "on" structure: State highway 86, Year Built: 1957, Year Reconstructed: 2005, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 3,259 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 6,518 (year 2041), Design Load: H 15, Features Intersected: BIG INDIAN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.433, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.89m (2.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $762,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,144,000 ( Estimate for 2022), 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: 414, Location: S 21 T 48 N R 33 W (Lat: 39.055653, Lng: -94.561319), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 12,851 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 17,349 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: E 39TH ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.102, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 414, Location: S 21 T 48 N R 33 W (Lat: 39.055653, Lng: -94.561319), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 12,851 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 17,349 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: E 39TH ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.102, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4141, Location: S 3 T 48 N R 33 W (Lat: 39.048531, Lng: -94.561806), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 946 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,324 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: E 43RD ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.423, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.4m (135.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.0 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4141, Location: S 3 T 48 N R 33 W (Lat: 39.048531, Lng: -94.561806), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 946 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,324 (year 2041), Design Load: HS 20+Mod, Features Intersected: US 71, Facility Carried by Structure: E 43RD ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.423, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.4m (135.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 81.0 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4167, Location: S 34 T 48 N R 33 W (Lat: 38.938681, Lng: -94.545006), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 1,731 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,337 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 435, Facility Carried by Structure: GRANDVIEW RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.6m (152.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4167, Location: S 34 T 48 N R 33 W (Lat: 38.938681, Lng: -94.545006), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 1,731 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,337 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 435, Facility Carried by Structure: GRANDVIEW RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.6m (152.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4247, Location: S 1 T 51 N R 33 W (Lat: 39.257836, Lng: -94.557469), Route carried "on" structure: State highway 152, Year Built: 1995, Year Reconstructed: 1999, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 71,610 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 128,898 (year 2041), Design Load: HS 20, Features Intersected: N BR OF BIG SHOAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.659, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: November 2020
Structure Number: 4247, Location: S 1 T 51 N R 33 W (Lat: 39.257836, Lng: -94.557469), Route carried "on" structure: State highway 152, Year Built: 1995, Year Reconstructed: 1999, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 71,610 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 128,898 (year 2041), Design Load: HS 20, Features Intersected: N BR OF BIG SHOAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.659, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: November 2020
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Structure Number: 4262, Location: S 8 T 51 N R 32 W (Lat: 39.242606, Lng: -94.520611), Route carried "on" structure: State highway 152, Year Built: 1997, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 56,838 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 102,308 (year 2041), Design Load: HS 20, Features Intersected: CST N BRIGHTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.705, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4262, Location: S 8 T 51 N R 32 W (Lat: 39.242606, Lng: -94.520611), Route carried "on" structure: State highway 152, Year Built: 1997, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 56,838 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 102,308 (year 2041), Design Load: HS 20, Features Intersected: CST N BRIGHTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.705, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4263, Location: S 3 T 48 N R 33 W (Lat: 39.044297, Lng: -94.560847), Route carried "on" structure: US 71, Year Built: 1995, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 67,122 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 90,615 (year 2041), Design Load: HS 20, Features Intersected: BR OF BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 196.754, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Good, 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: 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: November 2021
Structure Number: 4263, Location: S 3 T 48 N R 33 W (Lat: 39.044297, Lng: -94.560847), Route carried "on" structure: US 71, Year Built: 1995, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 67,122 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 90,615 (year 2041), Design Load: HS 20, Features Intersected: BR OF BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 196.754, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Good, 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: 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: November 2021
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Structure Number: 4294, Location: S 8 T 51 N R 32 W (Lat: 39.246231, Lng: -94.539247), Route carried "on" structure: State highway 152, Year Built: 1997, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 53,588 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 96,458 (year 2041), Design Load: HS 20, Features Intersected: MO 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.401, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4294, Location: S 8 T 51 N R 32 W (Lat: 39.246231, Lng: -94.539247), Route carried "on" structure: State highway 152, Year Built: 1997, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 53,588 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 96,458 (year 2041), Design Load: HS 20, Features Intersected: MO 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.401, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: 4409, Location: S 7 T 52 N R 31 W (Lat: 39.336589, Lng: -94.435925), Route carried "on" structure: State highway A, Year Built: 1997, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 3,363 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,213 (year 2041), Design Load: HS 20, Features Intersected: BRUSHY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4409, Location: S 7 T 52 N R 31 W (Lat: 39.336589, Lng: -94.435925), Route carried "on" structure: State highway A, Year Built: 1997, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 3,363 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,213 (year 2041), Design Load: HS 20, Features Intersected: BRUSHY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.708, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: 4426, Location: S 31 T 48 N R 33 W (Lat: 38.937236, Lng: -94.607656), Route carried "on" structure: Interstate 435, Year Built: 1994, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 91,647 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 123,723 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD STATE LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.667, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 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: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4426, Location: S 31 T 48 N R 33 W (Lat: 38.937236, Lng: -94.607656), Route carried "on" structure: Interstate 435, Year Built: 1994, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 91,647 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 123,723 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD STATE LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.667, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 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: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing