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: 12125, Location: S 35 T 48 N R 33 W (Lat: 38.943142, Lng: -94.535772), Route carried "on" structure: Interstate 435, Year Built: 2001, Status: Open, Structure Length: 74.77m (245.31ft), Average Daily Traffic: 37,827 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 51,066 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST HICKMAN MILLS DR,
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.835, Lanes on structure: 2, Lanes under structure: 17, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 8, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12125, Location: S 35 T 48 N R 33 W (Lat: 38.943142, Lng: -94.535772), Route carried "on" structure: Interstate 435, Year Built: 2001, Status: Open, Structure Length: 74.77m (245.31ft), Average Daily Traffic: 37,827 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 51,066 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST HICKMAN MILLS DR,
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.835, Lanes on structure: 2, Lanes under structure: 17, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 8, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 12126, Location: S 35 T 48 N R 33 W (Lat: 38.940500, Lng: -94.537114), Route carried "on" structure: Interstate 435, Year Built: 2001, Status: Open, Structure Length: 23.80m (78.08ft), Average Daily Traffic: 30,546 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 41,237 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 49, RP US71S TO IS470
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.175, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 54.6m (179.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Inventory Rating: 60.3 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: Somewhat better than minimum adequacy, 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: 12126, Location: S 35 T 48 N R 33 W (Lat: 38.940500, Lng: -94.537114), Route carried "on" structure: Interstate 435, Year Built: 2001, Status: Open, Structure Length: 23.80m (78.08ft), Average Daily Traffic: 30,546 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 41,237 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 49, RP US71S TO IS470
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.175, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 54.6m (179.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Inventory Rating: 60.3 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: Somewhat better than minimum adequacy, 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: 123, Location: S 9 T 36 N R 5 E (Lat: 37.838975, Lng: -90.484464), Route carried "on" structure: State highway 32, Year Built: 1957, Year Reconstructed: 1987, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 15,434 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 26,238 (year 2041), Design Load: H 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.664, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable 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: Bituminous, Membrane: Built-up
Structure Number: 123, Location: S 9 T 36 N R 5 E (Lat: 37.838975, Lng: -90.484464), Route carried "on" structure: State highway 32, Year Built: 1957, Year Reconstructed: 1987, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 15,434 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 26,238 (year 2041), Design Load: H 20, Features Intersected: US 67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.664, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable 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: Bituminous, Membrane: Built-up
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Structure Number: 123, Location: S 12 T 48 N R 33 W (Lat: 38.995517, Lng: -94.502553), Route carried "on" structure: Interstate 435, Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 42,457 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 57,317 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST GREGORY BLVD
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 75.520, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 123, Location: S 12 T 48 N R 33 W (Lat: 38.995517, Lng: -94.502553), Route carried "on" structure: Interstate 435, Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 42,457 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 57,317 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST GREGORY BLVD
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 75.520, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1231, Location: S 12 T 48 N R 33 W (Lat: 38.995461, Lng: -94.502286), Route carried "on" structure: Interstate 435, Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 39,713 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 53,613 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST GREGORY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.256, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Cathodic Protection
Structure Number: 1231, Location: S 12 T 48 N R 33 W (Lat: 38.995461, Lng: -94.502286), Route carried "on" structure: Interstate 435, Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 39,713 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 53,613 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST GREGORY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.256, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Cathodic Protection
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Structure Number: 1277, Location: S 23 T 49 N R 30 W (Lat: 39.046214, Lng: -94.197086), Route carried "on" structure: State highway BB, Year Built: 1965, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 11,390 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 15,946 (year 2041), Design Load: H 20, Features Intersected: SNI-A-BAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.321, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 1277, Location: S 23 T 49 N R 30 W (Lat: 39.046214, Lng: -94.197086), Route carried "on" structure: State highway BB, Year Built: 1965, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 11,390 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 15,946 (year 2041), Design Load: H 20, Features Intersected: SNI-A-BAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.321, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 1327, Location: S 13 T 48 N R 33 W (Lat: 38.982350, Lng: -94.505297), Route carried "on" structure: Interstate 435, Year Built: 1967, Year Reconstructed: 1988, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 39,713 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 53,613 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST OLDHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.718, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 64.8 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: Low Slump Concrete, Deck Protection: Cathodic Protection
Structure Number: 1327, Location: S 13 T 48 N R 33 W (Lat: 38.982350, Lng: -94.505297), Route carried "on" structure: Interstate 435, Year Built: 1967, Year Reconstructed: 1988, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 39,713 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 53,613 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST OLDHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.718, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 64.8 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: Low Slump Concrete, Deck Protection: Cathodic Protection
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Structure Number: 1329, Location: S 24 T 48 N R 33 W (Lat: 38.967464, Lng: -94.519836), Route carried "on" structure: Interstate 435, Year Built: 1967, Year Reconstructed: 1988, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 44,916 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 60,637 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST E 87TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.151, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: Low Slump Concrete
Structure Number: 1329, Location: S 24 T 48 N R 33 W (Lat: 38.967464, Lng: -94.519836), Route carried "on" structure: Interstate 435, Year Built: 1967, Year Reconstructed: 1988, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 44,916 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 60,637 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST E 87TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.151, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: Low Slump Concrete
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Structure Number: 133, Location: S 24 T 48 N R 33 W (Lat: 38.967433, Lng: -94.519533), Route carried "on" structure: Interstate 435, Year Built: 1967, Year Reconstructed: 1988, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 39,713 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 53,613 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST E 87TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.629, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: Low Slump Concrete, Deck Protection: Cathodic Protection
Structure Number: 133, Location: S 24 T 48 N R 33 W (Lat: 38.967433, Lng: -94.519533), Route carried "on" structure: Interstate 435, Year Built: 1967, Year Reconstructed: 1988, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 39,713 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 53,613 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST E 87TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.629, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: Low Slump Concrete, Deck Protection: Cathodic Protection
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Structure Number: 1374, Location: S 30 T 50 N R 32 W (Lat: 39.130025, Lng: -94.499111), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 43,109 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 58,197 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.633, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1374, Location: S 30 T 50 N R 32 W (Lat: 39.130025, Lng: -94.499111), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 43,109 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 58,197 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.633, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1375, Location: S 30 T 50 N R 32 W (Lat: 39.130053, Lng: -94.498811), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 46,854 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 63,253 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.187, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1375, Location: S 30 T 50 N R 32 W (Lat: 39.130053, Lng: -94.498811), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 46,854 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 63,253 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.187, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1376, Location: S 30 T 50 N R 32 W (Lat: 39.125625, Lng: -94.496883), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 16.28m (53.41ft), Average Daily Traffic: 43,109 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 58,197 (year 2041), Design Load: HS 20+Mod, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.117, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1376, Location: S 30 T 50 N R 32 W (Lat: 39.125625, Lng: -94.496883), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 16.28m (53.41ft), Average Daily Traffic: 43,109 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 58,197 (year 2041), Design Load: HS 20+Mod, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.117, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1377, Location: S 30 T 50 N R 32 W (Lat: 39.120914, Lng: -94.492050), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 43,109 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 58,197 (year 2041), Design Load: HS 20, Features Intersected: CST HAWTHORNE RD, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.830, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1377, Location: S 30 T 50 N R 32 W (Lat: 39.120914, Lng: -94.492050), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 43,109 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 58,197 (year 2041), Design Load: HS 20, Features Intersected: CST HAWTHORNE RD, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.830, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1378, Location: S 30 T 50 N R 32 W (Lat: 39.120936, Lng: -94.491669), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 46,854 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 63,253 (year 2041), Design Load: HS 20, Features Intersected: CST HAWTHORNE RD, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.980, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.4 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1378, Location: S 30 T 50 N R 32 W (Lat: 39.120936, Lng: -94.491669), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 46,854 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 63,253 (year 2041), Design Load: HS 20, Features Intersected: CST HAWTHORNE RD, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.980, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.4 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1379, Location: S 30 T 50 N R 32 W (Lat: 39.118628, Lng: -94.489667), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 26.94m (88.39ft), Average Daily Traffic: 43,109 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 58,197 (year 2041), Design Load: HS 20, Features Intersected: BIG BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.051, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: August 2019, 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: 1379, Location: S 30 T 50 N R 32 W (Lat: 39.118628, Lng: -94.489667), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 26.94m (88.39ft), Average Daily Traffic: 43,109 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 58,197 (year 2041), Design Load: HS 20, Features Intersected: BIG BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.051, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: August 2019, 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: 138, Location: S 30 T 50 N R 32 W (Lat: 39.118750, Lng: -94.489403), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 26.94m (88.39ft), Average Daily Traffic: 46,854 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 63,253 (year 2041), Design Load: HS 20, Features Intersected: BIG BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.563, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 138, Location: S 30 T 50 N R 32 W (Lat: 39.118750, Lng: -94.489403), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 26.94m (88.39ft), Average Daily Traffic: 46,854 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 63,253 (year 2041), Design Load: HS 20, Features Intersected: BIG BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.563, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: August 2019, 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: 1381, Location: S 31 T 50 N R 32 W (Lat: 39.114411, Lng: -94.486403), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 29.50m (96.78ft), Average Daily Traffic: 43,109 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 58,197 (year 2041), Design Load: HS 20, Features Intersected: UP RR, KCT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.591, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 47.7m (156.5ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: 1381, Location: S 31 T 50 N R 32 W (Lat: 39.114411, Lng: -94.486403), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 29.50m (96.78ft), Average Daily Traffic: 43,109 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 58,197 (year 2041), Design Load: HS 20, Features Intersected: UP RR, KCT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.591, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 47.7m (156.5ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: 1382, Location: S 31 T 50 N R 32 W (Lat: 39.114419, Lng: -94.486042), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 28.32m (92.91ft), Average Daily Traffic: 46,854 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 63,253 (year 2041), Design Load: HS 20, Features Intersected: UP RR, KCT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.982, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1382, Location: S 31 T 50 N R 32 W (Lat: 39.114419, Lng: -94.486042), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 28.32m (92.91ft), Average Daily Traffic: 46,854 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 63,253 (year 2041), Design Load: HS 20, Features Intersected: UP RR, KCT RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.982, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1392, Location: S 7 T 49 N R 32 W (Lat: 39.081486, Lng: -94.492014), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 292 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 409 (year 2041), Design Load: HS 20, Features Intersected: DRY CR, Facility Carried by Structure: MANCHESTER TRFY S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.119, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
Structure Number: 1392, Location: S 7 T 49 N R 32 W (Lat: 39.081486, Lng: -94.492014), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 292 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 409 (year 2041), Design Load: HS 20, Features Intersected: DRY CR, Facility Carried by Structure: MANCHESTER TRFY S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.119, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
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Structure Number: 1394, Location: S 31 T 50 N R 32 W (Lat: 39.082275, Lng: -94.490697), Route carried "on" structure: Interstate 435, Year Built: 1965, Status: Posted for load, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 41,086 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 55,466 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.351, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: Low Slump Concrete
Structure Number: 1394, Location: S 31 T 50 N R 32 W (Lat: 39.082275, Lng: -94.490697), Route carried "on" structure: Interstate 435, Year Built: 1965, Status: Posted for load, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 41,086 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 55,466 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.351, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: Low Slump Concrete
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Structure Number: 1395, Location: S 31 T 50 N R 32 W (Lat: 39.082217, Lng: -94.490436), Route carried "on" structure: Interstate 435, Year Built: 1965, Status: Posted for load, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 43,151 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 58,254 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.453, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: Low Slump Concrete
Structure Number: 1395, Location: S 31 T 50 N R 32 W (Lat: 39.082217, Lng: -94.490436), Route carried "on" structure: Interstate 435, Year Built: 1965, Status: Posted for load, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 43,151 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 58,254 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.453, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: Low Slump Concrete
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Structure Number: 1397, Location: S 7 T 49 N R 33 W (Lat: 39.076094, Lng: -94.603097), Route carried "on" structure: Interstate 35, Year Built: 1967, Year Reconstructed: 2013, Status: Open, Structure Length: 32.16m (105.51ft), Average Daily Traffic: 85,254 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 115,093 (year 2041), Design Load: HS 20, Features Intersected: CST SOUTHWEST BLVD, BNSF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.253, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.5m (96.8ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 9, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 29.5m (96.8ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1397, Location: S 7 T 49 N R 33 W (Lat: 39.076094, Lng: -94.603097), Route carried "on" structure: Interstate 35, Year Built: 1967, Year Reconstructed: 2013, Status: Open, Structure Length: 32.16m (105.51ft), Average Daily Traffic: 85,254 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 115,093 (year 2041), Design Load: HS 20, Features Intersected: CST SOUTHWEST BLVD, BNSF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.253, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.5m (96.8ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 9, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 29.5m (96.8ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1399, Location: S 7 T 49 N R 33 W (Lat: 39.075700, Lng: -94.597747), Route carried "on" structure: Interstate 35, Year Built: 1967, Year Reconstructed: 2013, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 43,398 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 58,587 (year 2041), Design Load: HS 20, Features Intersected: CST JARBOE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.843, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 64.8 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1399, Location: S 7 T 49 N R 33 W (Lat: 39.075700, Lng: -94.597747), Route carried "on" structure: Interstate 35, Year Built: 1967, Year Reconstructed: 2013, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 43,398 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 58,587 (year 2041), Design Load: HS 20, Features Intersected: CST JARBOE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.843, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 64.8 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 14, Location: S 23 T 57 N R 26 W (Lat: 39.734778, Lng: -93.779567), Route carried "on" structure: US 36, Year Built: 1958, Year Reconstructed: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,907 (year 2021), Truck Traffic: 41%, Average Future Daily Traffic: 18,705 (year 2041), Design Load: H 20, Features Intersected: WOLF BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.939, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 14, Location: S 23 T 57 N R 26 W (Lat: 39.734778, Lng: -93.779567), Route carried "on" structure: US 36, Year Built: 1958, Year Reconstructed: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 8,907 (year 2021), Truck Traffic: 41%, Average Future Daily Traffic: 18,705 (year 2041), Design Load: H 20, Features Intersected: WOLF BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.939, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 14, Location: S 7 T 49 N R 33 W (Lat: 39.076200, Lng: -94.597753), Route carried "on" structure: Interstate 35, Year Built: 1967, Year Reconstructed: 2013, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 41,856 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 56,506 (year 2041), Design Load: HS 20, Features Intersected: CST JARBOE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 183.165, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 14, Location: S 7 T 49 N R 33 W (Lat: 39.076200, Lng: -94.597753), Route carried "on" structure: Interstate 35, Year Built: 1967, Year Reconstructed: 2013, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 41,856 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 56,506 (year 2041), Design Load: HS 20, Features Intersected: CST JARBOE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 183.165, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1401, Location: S 7 T 49 N R 33 W (Lat: 39.078558, Lng: -94.593964), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 2,094 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,932 (year 2041), Design Load: H 20, Features Intersected: IS 35, Facility Carried by Structure: W 27TH ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.969, Lanes on structure: 6, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.81m (2.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,075,000, Roadway Improvement Cost: $207,000, Total Project Cost: $3,112,000 ( Estimate for 2022)
Structure Number: 1401, Location: S 7 T 49 N R 33 W (Lat: 39.078558, Lng: -94.593964), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 2,094 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,932 (year 2041), Design Load: H 20, Features Intersected: IS 35, Facility Carried by Structure: W 27TH ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.969, Lanes on structure: 6, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.81m (2.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,075,000, Roadway Improvement Cost: $207,000, Total Project Cost: $3,112,000 ( Estimate for 2022)
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Structure Number: 1402, Location: S 7 T 49 N R 33 W (Lat: 39.078564, Lng: -94.594653), Route carried "on" structure: Interstate 35, Year Built: 1966, Year Reconstructed: 2013, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 41,878 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 56,535 (year 2041), Design Load: HS 20, Features Intersected: CST W 27TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.783, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1402, Location: S 7 T 49 N R 33 W (Lat: 39.078564, Lng: -94.594653), Route carried "on" structure: Interstate 35, Year Built: 1966, Year Reconstructed: 2013, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 41,878 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 56,535 (year 2041), Design Load: HS 20, Features Intersected: CST W 27TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.783, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1403, Location: S 7 T 49 N R 33 W (Lat: 39.078161, Lng: -94.594281), Route carried "on" structure: Ramp State highway , Year Built: 1966, Year Reconstructed: 2013, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 13,958 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 18,843 (year 2041), Design Load: HS 20, Features Intersected: IS 35, CST W 27TH ST, Facility Carried by Structure: RP IS35S TO SOUTHW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1403, Location: S 7 T 49 N R 33 W (Lat: 39.078161, Lng: -94.594281), Route carried "on" structure: Ramp State highway , Year Built: 1966, Year Reconstructed: 2013, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 13,958 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 18,843 (year 2041), Design Load: HS 20, Features Intersected: IS 35, CST W 27TH ST, Facility Carried by Structure: RP IS35S TO SOUTHW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1404, Location: S 7 T 49 N R 33 W (Lat: 39.079819, Lng: -94.594122), Route carried "on" structure: Interstate 35, Year Built: 1966, Year Reconstructed: 1985, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 75,966 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 102,554 (year 2041), Design Load: HS 20, Features Intersected: CST SUMMIT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.625, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1404, Location: S 7 T 49 N R 33 W (Lat: 39.079819, Lng: -94.594122), Route carried "on" structure: Interstate 35, Year Built: 1966, Year Reconstructed: 1985, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 75,966 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 102,554 (year 2041), Design Load: HS 20, Features Intersected: CST SUMMIT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.625, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1406, Location: S 31 T 50 N R 32 W (Lat: 39.109456, Lng: -94.485986), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 5,430 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 7,602 (year 2041), Design Load: HS 20, Features Intersected: IS 435, Facility Carried by Structure: WILSON AVE E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.443, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1406, Location: S 31 T 50 N R 32 W (Lat: 39.109456, Lng: -94.485986), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 5,430 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 7,602 (year 2041), Design Load: HS 20, Features Intersected: IS 435, Facility Carried by Structure: WILSON AVE E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.443, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1407, Location: S 6 T 49 N R 32 W (Lat: 39.092964, Lng: -94.487869), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 37,455 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 50,564 (year 2041), Design Load: HS 20, Features Intersected: MO 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.105, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 21 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: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,112,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1407, Location: S 6 T 49 N R 32 W (Lat: 39.092964, Lng: -94.487869), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 37,455 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 50,564 (year 2041), Design Load: HS 20, Features Intersected: MO 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.105, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 21 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: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,112,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1408, Location: S 6 T 49 N R 32 W (Lat: 39.092972, Lng: -94.487567), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 42,837 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 57,830 (year 2041), Design Load: HS 20, Features Intersected: MO 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.703, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 21 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: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,112,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
Structure Number: 1408, Location: S 6 T 49 N R 32 W (Lat: 39.092972, Lng: -94.487567), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1986, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 42,837 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 57,830 (year 2041), Design Load: HS 20, Features Intersected: MO 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.703, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 21 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: 15.2m (49.9ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,112,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
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Structure Number: 1437, Location: S 15 T 52 N R 34 W (Lat: 39.322622, Lng: -94.699947), Route carried "on" structure: Interstate 29, Year Built: 1968, Year Reconstructed: 1987, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 21,121 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 43,298 (year 2041), Design Load: H 20, Features Intersected: TODD CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.793, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1437, Location: S 15 T 52 N R 34 W (Lat: 39.322622, Lng: -94.699947), Route carried "on" structure: Interstate 29, Year Built: 1968, Year Reconstructed: 1987, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 21,121 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 43,298 (year 2041), Design Load: H 20, Features Intersected: TODD CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.793, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1438, Location: S 15 T 52 N R 34 W (Lat: 39.322797, Lng: -94.699778), Route carried "on" structure: Interstate 29, Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 19,435 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 39,842 (year 2041), Design Load: HS 20+Mod, Features Intersected: TODD CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.372, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.6 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1438, Location: S 15 T 52 N R 34 W (Lat: 39.322797, Lng: -94.699778), Route carried "on" structure: Interstate 29, Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 19,435 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 39,842 (year 2041), Design Load: HS 20+Mod, Features Intersected: TODD CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.372, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.6 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1439, Location: S 26 T 52 N R 34 W (Lat: 39.296272, Lng: -94.685494), Route carried "on" structure: Interstate 29, Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 22,519 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 46,164 (year 2041), Design Load: H 20, Features Intersected: CST NW 112TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.113, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: Low Slump Concrete
Structure Number: 1439, Location: S 26 T 52 N R 34 W (Lat: 39.296272, Lng: -94.685494), Route carried "on" structure: Interstate 29, Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 22,519 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 46,164 (year 2041), Design Load: H 20, Features Intersected: CST NW 112TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.113, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: Low Slump Concrete
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Structure Number: 144, Location: S 36 T 52 N R 34 W (Lat: 39.296333, Lng: -94.685250), Route carried "on" structure: Interstate 29, Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 26,495 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 54,315 (year 2041), Design Load: H 20, Features Intersected: CST NW 112TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.023, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: Low Slump Concrete
Structure Number: 144, Location: S 36 T 52 N R 34 W (Lat: 39.296333, Lng: -94.685250), Route carried "on" structure: Interstate 29, Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 26,495 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 54,315 (year 2041), Design Load: H 20, Features Intersected: CST NW 112TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.023, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: Low Slump Concrete
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Structure Number: 1445, Location: S 7 T 49 N R 32 W (Lat: 39.106667, Lng: -94.486342), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 43,109 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 58,197 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST E WINNER RD, US 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.571, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.65m (2.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $843,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,264,000 ( 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: 1445, Location: S 7 T 49 N R 32 W (Lat: 39.106667, Lng: -94.486342), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 43,109 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 58,197 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST E WINNER RD, US 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.571, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.65m (2.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $843,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,264,000 ( 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: 1446, Location: S 7 T 49 N R 32 W (Lat: 39.106678, Lng: -94.485992), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 46,223 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 62,401 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST E WINNER RD, US 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.242, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.65m (2.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $843,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,264,000 ( 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: 1446, Location: S 7 T 49 N R 32 W (Lat: 39.106678, Lng: -94.485992), Route carried "on" structure: Interstate 435, Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 46,223 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 62,401 (year 2041), Design Load: HS 20+Mod, Features Intersected: CST E WINNER RD, US 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.242, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.65m (2.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $843,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,264,000 ( 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: 1692, Location: S 30 T 51 N R 32 W (Lat: 39.196014, Lng: -94.548664), Route carried "on" structure: State highway 1, Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 27,783 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 44,453 (year 2041), Design Load: H 20, Features Intersected: BR OF MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.932, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 1692, Location: S 30 T 51 N R 32 W (Lat: 39.196014, Lng: -94.548664), Route carried "on" structure: State highway 1, Year Built: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 27,783 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 44,453 (year 2041), Design Load: H 20, Features Intersected: BR OF MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.932, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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: 17204, Location: S 2 T 52 N R 32 W (Lat: 39.342364, Lng: -94.459197), Route carried "on" structure: County highway 145, Year Built: 1950, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 297 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 460 (year 2040), Features Intersected: BR OF FISHING RVR, Facility Carried by Structure: FRANCIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $9,000, Total Project Cost: $138,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 17204, Location: S 2 T 52 N R 32 W (Lat: 39.342364, Lng: -94.459197), Route carried "on" structure: County highway 145, Year Built: 1950, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 297 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 460 (year 2040), Features Intersected: BR OF FISHING RVR, Facility Carried by Structure: FRANCIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $9,000, Total Project Cost: $138,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel