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

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Structure Number: 999933500891343,  Location: 10.18 MI NE OSAGE CO LN (Lat: 38.978611,  Lng: -95.707778),  Route carried "on" structure: Interstate 335,  Year Built: 1956,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 4,301 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 6,145 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SW 49TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.642,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.00m (42.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999933500893173,  Location: 11.03 MI NE OSAGE CO LINE (Lat: 38.987778,  Lng: -95.698056),  Route carried "on" structure: Interstate 335,  Year Built: 1955,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 4,301 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 6,145 (year 2041),  Design Load: HS 20,  Features Intersected: SHUNGANUGA CREEK DRG
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 17.994,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 50.0m (164.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 20.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.91m (9.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000890461,  Location: 0.21 MI NW 10TH STREET,EL (Lat: 39.053333,  Lng: -95.774444),  Route carried "on" structure: Interstate 470,  Year Built: 1959,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 12.15m (39.86ft),  Average Daily Traffic: 3,567 (year 2020),  Truck Traffic: 42%,  Average Future Daily Traffic: 5,197 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I70 HWY, WB/EB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.665,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.5 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 39.85m (130.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 999947000890471,  Location: JCT 10TH ST/I470, WB (Lat: 39.050556,  Lng: -95.771944),  Route carried "on" structure: Interstate 470,  Year Built: 1959,  Status: Open,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 3,567 (year 2020),  Truck Traffic: 42%,  Average Future Daily Traffic: 5,197 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 10TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.036,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.45m (63.81ft),  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: 999947000890541,  Location: 1.01 MI SE W JCT US75 (Lat: 39.029167,  Lng: -95.754167),  Route carried "on" structure: City street 5390,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 7.76m (25.46ft),  Average Daily Traffic: 8,962 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,509 (year 2041),  Design Load: HS 20,  Features Intersected: I470 HWY, WL-EL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.461,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.46m (83.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999947000890551,  Location: 1.49 MI SE WJCT US75 (Lat: 39.022500,  Lng: -95.751667),  Route carried "on" structure: City street 5267,  Year Built: 1960,  Status: Open,  Structure Length: 7.51m (24.64ft),  Average Daily Traffic: 4,305 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,253 (year 2041),  Design Load: HS 20,  Features Intersected: I470 HWY, WL-EL,  Facility Carried by Structure: 25TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.733,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 24.65m (80.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999947000890561,  Location: 1.92 MI SE WJCT US75, WB (Lat: 39.016667,  Lng: -95.748889),  Route carried "on" structure: Interstate 470,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 18,891 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,769 (year 2041),  Design Load: H 20,  Features Intersected: SHUNGANUNGA CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.469,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 13.85m (45.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999947000890571,  Location: 1.91 MI SE WJCT US75, EB (Lat: 39.016389,  Lng: -95.749167),  Route carried "on" structure: Interstate 470,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 18,891 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,769 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SHUNGANUNGA CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.098,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.1 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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.85m (45.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999947000890621,  Location: 0.81 MI E FAIRLAWN, WB (Lat: 39.009167,  Lng: -95.729722),  Route carried "on" structure: Interstate 470,  Year Built: 1960,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 20,106 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,876 (year 2041),  Design Load: H 20,  Features Intersected: GAGE BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 7.350,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 17.45m (57.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999947000890631,  Location: 0.80 MI E FAIRLAWN, EB (Lat: 39.009444,  Lng: -95.729444),  Route carried "on" structure: Interstate 470,  Year Built: 1959,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 20,106 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,876 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: URB5351, GAGE BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.993,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 17.45m (57.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999947000890681,  Location: 0.50 MI E BURLINGAME ROAD (Lat: 38.996667,  Lng: -95.696667),  Route carried "on" structure: ServiceCity street 187,  Year Built: 1960,  Status: Open,  Structure Length: 7.88m (25.85ft),  Average Daily Traffic: 421 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,787 (year 2041),  Design Load: HS 20,  Features Intersected: I470 HWY NL-SL,  Facility Carried by Structure: MARTIN DRIVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 25.86m (84.84ft),  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: 999947000890953,  Location: TOPEKA AVE / 470 (KTA) (Lat: 38.991389,  Lng: -95.686389),  Route carried "on" structure: Interstate 470,  Year Built: 1956,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 31.03m (101.80ft),  Average Daily Traffic: 7,129 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,602 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TOPEKA AVE, BNSF RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 11.914,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 101.34m (332.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000890971,  Location: JCT I470/TOPEKA CONNECTOR (Lat: 38.994722,  Lng: -95.692500),  Route carried "on" structure: Ramp State highway 43,  Year Built: 1960,  Status: Open,  Structure Length: 7.21m (23.65ft),  Average Daily Traffic: 10,140 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,787 (year 2041),  Design Load: HS 20,  Features Intersected: I470 HWY,  Facility Carried by Structure: US75 CONNECTOR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.406,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 23.66m (77.62ft),  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: 999947000891353,  Location: JCT KTA/I470 (Lat: 38.991389,  Lng: -95.692222),  Route carried "on" structure: Interstate 470,  Year Built: 1956,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.74m (18.83ft),  Average Daily Traffic: 6,030 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,001 (year 2041),  Design Load: H 20,  Features Intersected: KTA HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 11.067,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 18.85m (61.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999947000891363,  Location: 0.93 MI NE TOPEKA AVE (Lat: 38.994444,  Lng: -95.670278),  Route carried "on" structure: Interstate 470,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 7,129 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,602 (year 2041),  Design Load: H 20,  Features Intersected: URB5501, ADAMS ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 13.385,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.55m (44.46ft),  Designated Inspection Frequency: Every 24 months,  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: 999947000891373,  Location: 0.92 MI NE TOPEKA AVE (Lat: 38.994444,  Lng: -95.670278),  Route carried "on" structure: Interstate 470,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 7,129 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,602 (year 2041),  Design Load: H 20,  Features Intersected: URB5501, ADAMS ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 13.549,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.55m (44.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000891383,  Location: 1.61 MI NE TOPEKA AVE (Lat: 39.000556,  Lng: -95.660000),  Route carried "on" structure: Interstate 470,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 7,129 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,602 (year 2041),  Design Load: H 20,  Features Intersected: 37TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 14.481,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.85m (52.00ft),  Designated Inspection Frequency: Every 24 months,  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: 999947000891393,  Location: 1.62 MI NE TOPEKA AVE (Lat: 39.000556,  Lng: -95.660000),  Route carried "on" structure: Interstate 470,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 7,129 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,602 (year 2041),  Design Load: H 20,  Features Intersected: 37TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 14.671,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.85m (52.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000891403,  Location: 2.25 MI NE TOPEKA AVE (Lat: 39.007222,  Lng: -95.651667),  Route carried "on" structure: Interstate 470,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 7,129 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,602 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CALIFORNIA AVE.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.554,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.05m (49.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999947000891413,  Location: 2.24 MI NE TOPEKA AVE (Lat: 39.007222,  Lng: -95.651667),  Route carried "on" structure: Interstate 470,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 7,129 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,602 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CALIFORNIA AVE.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.717,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.05m (49.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999947000891423,  Location: 3.17 MI NE TOPEKA AVE (Lat: 39.015000,  Lng: -95.640000),  Route carried "on" structure: County highway 5450,  Year Built: 1956,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 7,337 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,107 (year 2041),  Design Load: HS 20,  Features Intersected: I-470 HWY (KTA),  Facility Carried by Structure: RS0617, 29TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.356,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 21.85m (71.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999947000891503,  Location: JCT470 (KTA) / TOPKA AVE (Lat: 38.991389,  Lng: -95.686389),  Route carried "on" structure: Interstate 470,  Year Built: 1956,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 31.03m (101.80ft),  Average Daily Traffic: 7,129 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,602 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TOPEKA AVE, BNSF RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 12.083,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 101.80m (333.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999947000891511,  Location: 1.01 MI SE W JCT US75 (Lat: 39.028889,  Lng: -95.754167),  Route carried "on" structure: City street 5390,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 7.76m (25.46ft),  Average Daily Traffic: 8,962 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,509 (year 2041),  Design Load: HS 20,  Features Intersected: I-470 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.462,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 25.46m (83.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999947000891711,  Location: 1.95 MI E FAIRLAWN (Lat: 39.000556,  Lng: -95.711944),  Route carried "on" structure: Interstate 470,  Year Built: 1989,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 17,488 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,920 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 37TH ,S BR SHUNGANUN
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 9.201,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.40m (112.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000891721,  Location: 1.93 MI E FAIRLAWN (Lat: 39.000278,  Lng: -95.712222),  Route carried "on" structure: Interstate 470,  Year Built: 1989,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 17,488 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,986 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 37TH ST,S BR SHUNGANUNGA
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.798,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.40m (112.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000891743,  Location: 0.91 MI NE TOPEKA AVE (Lat: 38.993889,  Lng: -95.671389),  Route carried "on" structure: Interstate 470,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,129 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,602 (year 2041),  Design Load: H 20,  Features Intersected: BUTCHER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 13.428,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 54.3m (178.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999947000891753,  Location: 3.55 MI NE TOPEKA AVE (Lat: 39.019444,  Lng: -95.635278),  Route carried "on" structure: Interstate 470,  Year Built: 1955,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 7,129 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,602 (year 2041),  Design Load: H 20,  Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 17.687,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Channel: Good,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.88m (9.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999947000891763,  Location: 1.06 MI E CROCO RD OVRP (Lat: 39.030556,  Lng: -95.594444),  Route carried "on" structure: Interstate 470,  Year Built: 1955,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,017 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,104 (year 2041),  Design Load: H 20,  Features Intersected: STINSON CREEK,  Facility Carried by Structure: I 70 (KTA)NL-SL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 21.626,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 85.5m (280.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.11m (6.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999947000891831,  Location: 0.49 MI SE WJCT US75 (Lat: 39.036389,  Lng: -95.756667),  Route carried "on" structure: City street 5370,  Year Built: 1990,  Status: Open,  Structure Length: 9.55m (31.33ft),  Average Daily Traffic: 8,620 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,524 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I470 HWY WL-EL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.029,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 31.32m (102.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000891841,  Location: 2.13 MI SE WJCT US75 EB (Lat: 39.014167,  Lng: -95.746389),  Route carried "on" structure: Interstate 470,  Year Built: 1990,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 18,891 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,769 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 29TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.433,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.58m (87.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000891851,  Location: 2.14 MI SE WJCT US75 WB (Lat: 39.014444,  Lng: -95.746111),  Route carried "on" structure: Interstate 470,  Year Built: 1990,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 18,891 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,769 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 29TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.816,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.8m (84.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.13m (85.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000891861,  Location: JCT FAIRLAWN AVE/I470 EB (Lat: 39.013056,  Lng: -95.743611),  Route carried "on" structure: Interstate 470,  Year Built: 1990,  Status: Open,  Structure Length: 6.50m (21.33ft),  Average Daily Traffic: 18,891 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,071 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FAIRLAWN AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.705,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.33m (69.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000891871,  Location: JCT FAIRLAWN AVE/I470 WB (Lat: 39.013333,  Lng: -95.743611),  Route carried "on" structure: Interstate 470,  Year Built: 1990,  Status: Open,  Structure Length: 6.50m (21.33ft),  Average Daily Traffic: 18,891 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,769 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FAIRLAWN AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.045,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.32m (69.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000891881,  Location: 0.18 MI E GAGE BLVD (Lat: 39.008056,  Lng: -95.726944),  Route carried "on" structure: Interstate 470,  Year Built: 1956,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 20,106 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,876 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SHUNGANUNGA-DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 7.615,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 99.7m (327.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999947000891981,  Location: JCT HUNTOON ST/I-470 EB (Lat: 39.043333,  Lng: -95.764167),  Route carried "on" structure: Interstate 470,  Year Built: 1991,  Status: Open,  Structure Length: 10.59m (34.74ft),  Average Daily Traffic: 13,747 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,663 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: HUNTOON STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.740,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.75m (114.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000891991,  Location: JCT HUNTOON ST/I470 WB (Lat: 39.043333,  Lng: -95.763889),  Route carried "on" structure: Interstate 470,  Year Built: 1991,  Status: Open,  Structure Length: 10.59m (34.74ft),  Average Daily Traffic: 13,747 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,663 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: HUNTOON STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.129,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.75m (114.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000892001,  Location: 470 & WANAMAKER RD, EB (Lat: 39.041944,  Lng: -95.761667),  Route carried "on" structure: Interstate 470,  Year Built: 1991,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 13,747 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,663 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WANAMAKER RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.026,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.10m (105.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000892011,  Location: 470& WANAMAKER RD, WB (Lat: 39.042222,  Lng: -95.761667),  Route carried "on" structure: Interstate 470,  Year Built: 1991,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 13,747 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,663 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WANAMAKER ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.372,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 32.10m (105.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999947000892041,  Location: JCT 10TH ST/I470 SB (Lat: 39.050556,  Lng: -95.773056),  Route carried "on" structure: Interstate 470,  Year Built: 1991,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 3,567 (year 2020),  Truck Traffic: 42%,  Average Future Daily Traffic: 5,197 (year 2041),  Design Load: HS 20,  Features Intersected: 10TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.631,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.10m (75.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing