Bridge Statistics for Kansas City, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 999943501052331,  Location: 0.38 MI N/E K5 (Lat: 39.183056,  Lng: -94.793889),  Route carried "on" structure: Interstate 435,  Year Built: 1985,  Status: Open,  Structure Length: 13.35m (43.80ft),  Average Daily Traffic: 15,430 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,868 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RAILROAD WOLCOTT
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.927,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.79m (143.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999943501052341,  Location: 0.37 MI N/E K5 (Lat: 39.183333,  Lng: -94.794167),  Route carried "on" structure: Interstate 435,  Year Built: 1985,  Status: Open,  Structure Length: 13.35m (43.80ft),  Average Daily Traffic: 15,430 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,868 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.954,  Lanes on structure: 2,  Lanes under structure: 4,  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: 5,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.79m (143.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999943501052511,  Location: 0.48 MI N-JCT US24 (Lat: 39.123056,  Lng: -94.813611),  Route carried "on" structure: Interstate 435,  Year Built: 1983,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 25,390 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,857 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: France Family Dr.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 9.230,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.30m (56.76ft),  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: 999943501052521,  Location: 0.48 MI N-JCT US24, SB (Lat: 39.123056,  Lng: -94.813889),  Route carried "on" structure: Interstate 435,  Year Built: 1983,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 25,390 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,857 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: France Family Dr.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 9.233,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.30m (56.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999943501052531,  Location: 1.39 MI N. OF STATE AVE. (Lat: 39.135833,  Lng: -94.818611),  Route carried "on" structure: Interstate 435,  Year Built: 1983,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 19,171 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,625 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GEORGIA AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 10.697,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.70m (61.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999943501052541,  Location: 1.38 MI N STATES AVE (Lat: 39.135556,  Lng: -94.818889),  Route carried "on" structure: Interstate 435,  Year Built: 1983,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 19,171 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,625 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GEORGIA AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 10.705,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.70m (61.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999943501053231,  Location: 2.99 MI N OF STATE AVE. (Lat: 39.158889,  Lng: -94.818611),  Route carried "on" structure: Ramp State highway 49,  Year Built: 2007,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 405 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,794 (year 2041),  Design Load: HL 93,  Features Intersected: CONNOR CREEK,  Facility Carried by Structure: DONAHUE-NB435 RMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.055,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 14.25m (46.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999954001051781,  Location: WB I70, US24 & MINN AVE (Lat: 39.114167,  Lng: -94.616111),  Route carried "on" structure: City street 2556,  Year Built: 1962,  Status: Open,  Structure Length: 22.18m (72.77ft),  Average Daily Traffic: 2,503 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,047 (year 2041),  Design Load: HS 20,  Features Intersected: EB 24 & WB I70 & RR,  Facility Carried by Structure: WB I70 TO WB MINN
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.414,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: Better than present minimum criteria,  Length Of Structure Improvement: 72.76m (238.71ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999963500460721,  Location: JCT MERRIAM DR/I635 (Lat: 39.042222,  Lng: -94.675278),  Route carried "on" structure: Interstate 635,  Year Built: 1971,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.28m (17.32ft),  Average Daily Traffic: 28,784 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,122 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MERRIAM DRIVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.546,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Better than present minimum criteria,  Length Of Structure Improvement: 17.32m (56.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999963501050321,  Location: 1.02 MILES N I-35 (Lat: 39.053056,  Lng: -94.679167),  Route carried "on" structure: City street 2674,  Year Built: 1971,  Status: Open,  Structure Length: 8.21m (26.94ft),  Average Daily Traffic: 3,183 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,603 (year 2041),  Design Load: HS 20,  Features Intersected: I-635 HIGHWAY,  Facility Carried by Structure: SHWN DR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.638,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 26.95m (88.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999963501050341,  Location: 1.88 MILES N I-35 (Lat: 39.065833,  Lng: -94.679444),  Route carried "on" structure: Interstate 635,  Year Built: 1971,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 34,041 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,536 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DOUGLAS AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.464,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999963501050351,  Location: 1.87 MILES N I-35 (Lat: 39.065833,  Lng: -94.679167),  Route carried "on" structure: Interstate 635,  Year Built: 1971,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 34,041 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,536 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DOUGLAS AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.493,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999963501050361,  Location: 1.11 MI S OLD K132 (Lat: 39.073056,  Lng: -94.680278),  Route carried "on" structure: City street 2672,  Year Built: 1971,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 5,050 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,130 (year 2041),  Design Load: HS 20,  Features Intersected: I-635 HIGHWAY,  Facility Carried by Structure: METROPOLITAN AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.121,  Lanes on structure: 5,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 22.65m (74.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999963501050371,  Location: 0.97 MI S OLD K132 (Lat: 39.075278,  Lng: -94.680278),  Route carried "on" structure: ServiceCity street 1117,  Year Built: 1971,  Status: Open,  Structure Length: 7.91m (25.95ft),  Average Daily Traffic: 528 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 43,866 (year 2041),  Design Load: HS 20,  Features Intersected: I-635 HIGHWAY,  Facility Carried by Structure: STRONG AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 25.95m (85.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999963501050381,  Location: 0.71 MI S OLD K132 (Lat: 39.079167,  Lng: -94.680556),  Route carried "on" structure: Interstate 635,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 33,620 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,023 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SWARTZ ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.948,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.57m (57.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999963501050391,  Location: 0.72 MI S OLD K132 (Lat: 39.079167,  Lng: -94.680278),  Route carried "on" structure: Interstate 635,  Year Built: 1971,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 33,620 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,023 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SWARTZ ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.965,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.57m (57.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999963501050401,  Location: I-635/K-32 JCT (Lat: 39.085000,  Lng: -94.680556),  Route carried "on" structure: Interstate 635,  Year Built: 1970,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 105.27m (345.37ft),  Average Daily Traffic: 34,882 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,413 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: K-32 HWY, BNSF RR YARD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.603,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 34,  Number Of Approach Spans: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 345.37m (1133.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999963501050411,  Location: I-635/K-32 JCT (Lat: 39.085000,  Lng: -94.680278),  Route carried "on" structure: Interstate 635,  Year Built: 1970,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 105.27m (345.37ft),  Average Daily Traffic: 34,882 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 42,563 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: K-32 HWY, BNSF RR YARD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.624,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 34,  Number Of Approach Spans: 4,  Length of Maximum Span: 39.8m (130.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 45.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 345.37m (1133.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999963501050421,  Location: 0.20 MI N OLD K-32 (Lat: 39.092222,  Lng: -94.676944),  Route carried "on" structure: Ramp State highway 38,  Year Built: 1973,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.22m (17.13ft),  Average Daily Traffic: 4,315 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 46,423 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 42ND STREET,  Facility Carried by Structure: I-635 NB to K-32
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.401,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 17.13m (56.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999963501050431,  Location: 0.39 MI N OLD K-32 (Lat: 39.095000,  Lng: -94.680556),  Route carried "on" structure: Interstate 635,  Year Built: 1974,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.22m (17.13ft),  Average Daily Traffic: 37,735 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,964 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SPEAKER ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.734,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 43.0m (141.1ft),  Out-to-Out Width: 44.7m (146.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.11m (56.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999963501050441,  Location: 0.28 MILES S I-70 (Lat: 39.099722,  Lng: -94.679722),  Route carried "on" structure: Interstate 635,  Year Built: 1976,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 67.02m (219.88ft),  Average Daily Traffic: 37,735 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,964 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LEV RD, PL ENT, RIV, RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.272,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 7,  Length of Maximum Span: 80.8m (265.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 219.89m (721.42ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999963501050451,  Location: 0.27 MILES S I-70 (Lat: 39.099444,  Lng: -94.679444),  Route carried "on" structure: Interstate 635,  Year Built: 1976,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 67.15m (220.31ft),  Average Daily Traffic: 37,735 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,964 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LEV RD, PL ENT, RIV, RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.288,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 10,  Length of Maximum Span: 80.8m (265.1ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 220.29m (722.74ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999963501050461,  Location: 0.36 MILES N I-7O (Lat: 39.109444,  Lng: -94.681389),  Route carried "on" structure: City street 2645,  Year Built: 1973,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 13.13m (43.08ft),  Average Daily Traffic: 435 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 356 (year 2041),  Design Load: HS 20,  Features Intersected: I-635 HIGHWAY,  Facility Carried by Structure: ORVILLE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.624,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 43.09m (141.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999963501050481,  Location: I-635 (Lat: 39.116667,  Lng: -94.681667),  Route carried "on" structure: Interstate 635,  Year Built: 1968,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 29,412 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 35,184 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.166,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.21m (76.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Other

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Structure Number: 999963501050491,  Location: I-635 (Lat: 39.116667,  Lng: -94.681389),  Route carried "on" structure: Interstate 635,  Year Built: 1968,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 29,412 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,606 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STATE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.301,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.21m (76.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999963501050501,  Location: 0.30 MILES N US-24 (Lat: 39.120556,  Lng: -94.679167),  Route carried "on" structure: Interstate 635,  Year Built: 1968,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 29,412 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 35,184 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 43RD STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.776,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 37.3m (122.4ft),  Out-to-Out Width: 38.8m (127.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 11.85m (38.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999963501050551,  Location: 1.38 MILES N US-24 (Lat: 39.135556,  Lng: -94.675833),  Route carried "on" structure: City street 2648,  Year Built: 1968,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 2,552 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,304 (year 2041),  Design Load: HS 20,  Features Intersected: I-635 HIGHWAY,  Facility Carried by Structure: GEORGIA AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.851,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 20.25m (66.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999963501050561,  Location: 1.79 MILES N US-24 (Lat: 39.140833,  Lng: -94.673056),  Route carried "on" structure: Interstate 635,  Year Built: 1970,  Status: Open,  Structure Length: 6.81m (22.34ft),  Average Daily Traffic: 24,736 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 29,591 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 38TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 11.053,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 22.34m (73.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999963501050571,  Location: 1.80 MILES N US-24 (Lat: 39.140833,  Lng: -94.673056),  Route carried "on" structure: Interstate 635,  Year Built: 1970,  Status: Open,  Structure Length: 6.81m (22.34ft),  Average Daily Traffic: 24,736 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 29,591 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 38TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 11.156,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 22.34m (73.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999963501051521,  Location: I-70 / I-635 INTERCHANGE (Lat: 39.104167,  Lng: -94.677778),  Route carried "on" structure: Ramp State highway 21,  Year Built: 1974,  Status: Open,  Structure Length: 45.28m (148.56ft),  Average Daily Traffic: 9,715 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,761 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-635 NB,& I-70 HIGHWAYS,  Facility Carried by Structure: I70 WB TO I635 SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.360,  Lanes on structure: 1,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 148.56m (487.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999963501051571,  Location: I-70 / I-635 INTERCHANGE (Lat: 39.105556,  Lng: -94.680278),  Route carried "on" structure: Ramp State highway 21,  Year Built: 1975,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 8,520 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,761 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-70 WB, I-635 SB, 2 RPS,  Facility Carried by Structure: I70 EB TO I635 NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.340,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 45.00m (147.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999963501051661,  Location: I635 MO RIVER (Lat: 39.155958,  Lng: -94.649517),  Route carried "on" structure: Interstate 635,  Year Built: 1976,  Year Reconstructed: 2012,  Status: Posted for load,  Structure Length: 49.19m (161.38ft),  Average Daily Traffic: 47,642 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 97,666 (year 2040),  Design Load: H 20,  Features Intersected: MISSOURI RVR UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.670,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 15.5m (50.9ft), Horizontal Clearance: 121.9m (399.9ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 129.5m (424.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 52.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999963501051821,  Location: 0.75 MILES NE K-5 W JCT (Lat: 39.146667,  Lng: -94.659167),  Route carried "on" structure: ServiceCity street 149,  Year Built: 1974,  Status: Open,  Structure Length: 16.94m (55.58ft),  Average Daily Traffic: 528 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 37,683 (year 2041),  Design Load: HS 20,  Features Intersected: I-635 & K-5 HIGHWAYS,  Facility Carried by Structure: 27TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.489,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 62.8m (206.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 55.57m (182.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999963501051831,  Location: I-635 / K-5 E INTERCHANGE (Lat: 39.146389,  Lng: -94.657222),  Route carried "on" structure: Interstate 635,  Year Built: 1974,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 21,930 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 35,240 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: K-5 NB to K-5 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 12.796,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 38.18m (125.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999963501051841,  Location: I-635 / K-5 E INTERCHANGE (Lat: 39.146111,  Lng: -94.656944),  Route carried "on" structure: Ramp State highway 42,  Year Built: 1974,  Status: Open,  Structure Length: 16.74m (54.92ft),  Average Daily Traffic: 970 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,683 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-635 NB & K-5 HIGHWAYS,  Facility Carried by Structure: I-635 SB TO K-5 SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.351,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 54.91m (180.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999963501052991,  Location: I-635 / I-70 INTERCHANGE (Lat: 39.103889,  Lng: -94.677778),  Route carried "on" structure: Ramp State highway 21,  Year Built: 2004,  Status: Open,  Structure Length: 10.80m (35.43ft),  Average Daily Traffic: 6,670 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,747 (year 2041),  Design Load: HS 20,  Features Intersected: I-635 NB HIGHWAY,  Facility Carried by Structure: I-635 SB TO I-70 E
Minimum Vertical Clearance: 7.02m (23.03ft),  Kilometerpoint: 0.412,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.0m (144.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 23.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 35.44m (116.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999963501053021,  Location: I-635 / I-70 INTERCHANGE (Lat: 39.105556,  Lng: -94.680833),  Route carried "on" structure: Ramp State highway 21,  Year Built: 2004,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 8,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,747 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-635 SB HIGHWAY,  Facility Carried by Structure: I-635 NTO I-70 W
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 0.389,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.99m (121.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999963501053041,  Location: .87 MI N US-24/I-635 JCT (Lat: 39.128333,  Lng: -94.676667),  Route carried "on" structure: City street 2524,  Year Built: 2004,  Status: Open,  Structure Length: 4.73m (15.52ft),  Average Daily Traffic: 4,921 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,437 (year 2041),  Design Load: HS 20,  Features Intersected: I-635 HWY,  Facility Carried by Structure: PARALLEL, EB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 19.425,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.3m (76.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 8.5m (27.9ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 15.52m (50.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing