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

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Structure Number: 999903500872443,  Location: 0.66 MI NE K-15 (Lat: 37.635000,  Lng: -97.286111),  Route carried "on" structure: City street 6100,  Year Built: 1956,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 7,322 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,759 (year 2041),  Design Load: HS 20,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: THIRTY FIRST ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.502,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 17.85m (58.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 999903500872453,  Location: 1.26 MI NE K-15 (Lat: 37.640278,  Lng: -97.283056),  Route carried "on" structure: ServiceCity street 2267,  Year Built: 1956,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 638 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,628 (year 2041),  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: FEES ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.269,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.05m (52.66ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500872463,  Location: 1.54 MI NE K-15 (Lat: 37.643056,  Lng: -97.280278),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 8.95m (29.36ft),  Average Daily Traffic: 7,112 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,963 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: OLIVER ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 20.390,  Lanes on structure: 2,  Lanes under structure: 6,  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: 44.2m (145.0ft),  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: 47.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 29.35m (96.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872473,  Location: 1.53 MI NE K-15 (Lat: 37.643056,  Lng: -97.280278),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 8.95m (29.36ft),  Average Daily Traffic: 7,112 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,963 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: URB6525,6810,OLIVER ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 20.371,  Lanes on structure: 2,  Lanes under structure: 6,  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: 44.2m (145.0ft),  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: 47.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 29.35m (96.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872483,  Location: 2.20 MI NE K-15 (Lat: 37.650000,  Lng: -97.271667),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.48m (21.26ft),  Average Daily Traffic: 7,112 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,963 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: URB6250, PAWNEE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 21.448,  Lanes on structure: 2,  Lanes under structure: 4,  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: 28.7m (94.2ft),  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: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.25m (69.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872493,  Location: 2.21 MI NE K-15 (Lat: 37.650000,  Lng: -97.271667),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.48m (21.26ft),  Average Daily Traffic: 7,112 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,963 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PAWNEE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 21.451,  Lanes on structure: 2,  Lanes under structure: 4,  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: 28.7m (94.2ft),  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: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.25m (69.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872503,  Location: 2.87 MI NE K-15 (Lat: 37.655833,  Lng: -97.261944),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.80m (15.75ft),  Average Daily Traffic: 7,112 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,963 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WOODLAWN BOULEVARD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.534,  Lanes on structure: 2,  Lanes under structure: 4,  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: 21.0m (68.9ft),  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: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.75m (51.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872513,  Location: 2.88 MI NE K-15 (Lat: 37.655833,  Lng: -97.261944),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 4.80m (15.75ft),  Average Daily Traffic: 7,112 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,963 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WOODLAWN BOULEVARD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.512,  Lanes on structure: 2,  Lanes under structure: 4,  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: 21.0m (68.9ft),  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: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 15.75m (51.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872523,  Location: 3.76 MI NE K-15 (Lat: 37.664444,  Lng: -97.250278),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 5.14m (16.86ft),  Average Daily Traffic: 7,112 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,963 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: HARRY STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.958,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  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: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 16.85m (55.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872533,  Location: 3.77 MI NE K-15 (Lat: 37.664444,  Lng: -97.250278),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 5.14m (16.86ft),  Average Daily Traffic: 7,112 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,963 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: HARRY STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.955,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  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: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 16.85m (55.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872543,  Location: 4.23 MI NE K-15 (Lat: 37.669167,  Lng: -97.244167),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.53m (14.86ft),  Average Daily Traffic: 7,112 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,963 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROCK ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.711,  Lanes on structure: 2,  Lanes under structure: 4,  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: 19.8m (65.0ft),  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: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 14.85m (48.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872553,  Location: 4.22 MI NE K-15 (Lat: 37.669167,  Lng: -97.244167),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.53m (14.86ft),  Average Daily Traffic: 7,112 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,963 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROCK ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.691,  Lanes on structure: 2,  Lanes under structure: 4,  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: 19.8m (65.0ft),  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: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 14.85m (48.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872563,  Location: US-54 / I-35 INTERCHANGE (Lat: 37.675000,  Lng: -97.230000),  Route carried "on" structure: Ramp State highway 4,  Year Built: 1956,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 4,810 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,099 (year 2041),  Features Intersected: I-35 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.179,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 17.35m (56.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500872573,  Location: 2.04 MI SW US-54 (Lat: 37.675000,  Lng: -97.226111),  Route carried "on" structure: City street 6675,  Year Built: 1956,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 10,563 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,696 (year 2041),  Design Load: HS 20,  Features Intersected: I-35 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.403,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.15m (52.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500872583,  Location: 1.04 MI SW US-54 (Lat: 37.675000,  Lng: -97.207778),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.86m (12.66ft),  Average Daily Traffic: 7,876 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 11,034 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: URB6725, GREENWICH RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 28.102,  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),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  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: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: 12.65m (41.50ft),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872593,  Location: 1.05 MI SW US-54 (Lat: 37.675000,  Lng: -97.207778),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.86m (12.66ft),  Average Daily Traffic: 7,876 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 11,034 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GREENWICH RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 28.081,  Lanes on structure: 2,  Lanes under structure: 4,  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: 3,  Length of Maximum Span: 16.8m (55.1ft),  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: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: 12.65m (41.50ft),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500873573,  Location: 0.75 MI NE US-54 (Lat: 37.686667,  Lng: -97.180556),  Route carried "on" structure: Ramp State highway 5,  Year Built: 1994,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 1,570 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,517 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: KTA ACCESS ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.502,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.5m (103.3ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.3 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: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.95m (68.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500873703,  Location: 4.10 MI N K15 (Lat: 37.668056,  Lng: -97.246667),  Route carried "on" structure: Interstate 35,  Year Built: 1955,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 7,112 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 9,963 (year 2041),  Design Load: H 20,  Features Intersected: GYPSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.460,  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: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 56.1m (184.1ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999903500873713,  Location: 0.60 MI NE US54 (Lat: 37.684167,  Lng: -97.184722),  Route carried "on" structure: Interstate 35,  Year Built: 1955,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 7,254 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 9,028 (year 2041),  Design Load: H 20,  Features Intersected: DRAINAGE CHANNEL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 30.531,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 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: 28.7m (94.2ft),  Out-to-Out Width: 42.8m (140.4ft)

Condition: Channel: Good,  Culverts: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.06m (6.76ft),  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: 999903500873723,  Location: 1.50 MI NE US54 (Lat: 37.693333,  Lng: -97.169167),  Route carried "on" structure: Interstate 35,  Year Built: 1955,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 7,254 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 9,028 (year 2041),  Design Load: H 20,  Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 32.222,  Lanes on structure: 8,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 76.2m (250.0ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.64m (15.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999903500873733,  Location: 2.20 MI NE US54 (Lat: 37.699167,  Lng: -97.158333),  Route carried "on" structure: Interstate 35,  Year Built: 1955,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 7,254 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 9,028 (year 2041),  Design Load: H 20,  Features Intersected: SPRING CREEK TRIBUTARY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 33.383,  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: 30 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: 36.6m (120.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.06m (6.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999903500877843,  Location: 1.61 MI NE US-54 (Lat: 37.693889,  Lng: -97.168333),  Route carried "on" structure: Interstate 35,  Year Built: 2002,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 7,254 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 9,028 (year 2041),  Design Load: HS 20,  Features Intersected: CENTRAL AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 32.320,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.19m (82.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500877853,  Location: 1.60 MI NE US-54 (Lat: 37.693889,  Lng: -97.168333),  Route carried "on" structure: Interstate 35,  Year Built: 2002,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 7,254 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 9,028 (year 2041),  Design Load: HS 20,  Features Intersected: CENTRAL AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 32.312,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  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: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.19m (82.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500877973,  Location: 143ST OV KTA BTN U54&CENT (Lat: 37.691944,  Lng: -97.171111),  Route carried "on" structure: County highway 6745,  Year Built: 2011,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 4,283 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,364 (year 2041),  Design Load: HL 93,  Features Intersected: KS TURNPIKE SB/NB,  Facility Carried by Structure: 143 ST OVR KTA S/N
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.264,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.9m (91.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.4 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 desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 29.69m (97.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500878233,  Location: 7.82 MI N SUMNER CO LINE (Lat: 37.589722,  Lng: -97.323889),  Route carried "on" structure: Interstate 35,  Year Built: 2012,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 12,293 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 18,267 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WICHITA VALEY CTR FLWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 12.590,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Channel: Very good,  Culverts: Very 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999904200871691,  Location: 10.72 MI NE K49 (Lat: 37.599722,  Lng: -97.507222),  Route carried "on" structure: State highway 42,  Year Built: 1941,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 5,305 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,145 (year 2041),  Design Load: H 15,  Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 20.423,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.4 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.85m (12.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999904200871701,  Location: 12.92 MI NE K49 (Lat: 37.618333,  Lng: -97.474444),  Route carried "on" structure: State highway 42,  Year Built: 1940,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 8,213 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,062 (year 2041),  Design Load: H 15,  Features Intersected: DRY CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.978,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 30.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999904200873581,  Location: 2.27 MI SW I235 (Lat: 37.633333,  Lng: -97.435833),  Route carried "on" structure: State highway 42,  Year Built: 1991,  Status: Open,  Structure Length: 8.52m (27.95ft),  Average Daily Traffic: 8,685 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,697 (year 2041),  Design Load: HS 20,  Features Intersected: COWSKIN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.803,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.95m (91.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999904200874421,  Location: 2.28 MI SW I-235 (Lat: 37.633056,  Lng: -97.435833),  Route carried "on" structure: State highway 42,  Year Built: 1998,  Status: Open,  Structure Length: 8.52m (27.95ft),  Average Daily Traffic: 8,685 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,697 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: COWSKIN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.797,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.96m (91.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999904200874601,  Location: 0.31 MI SW I235 (Lat: 37.644167,  Lng: -97.403333),  Route carried "on" structure: State highway 42,  Year Built: 1998,  Status: Open,  Structure Length: 19.67m (64.53ft),  Average Daily Traffic: 8,685 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,697 (year 2041),  Design Load: HS 20,  Features Intersected: WICHITA FL CONTR CANAL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 30.946,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.52m (211.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999904200874611,  Location: 0.32 MI SW I235, EB (Lat: 37.643889,  Lng: -97.403333),  Route carried "on" structure: State highway 42,  Year Built: 1998,  Status: Open,  Structure Length: 19.67m (64.53ft),  Average Daily Traffic: 8,685 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,697 (year 2041),  Design Load: HS 20,  Features Intersected: WICHITA FL CONTR CANAL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 30.933,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.52m (211.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400871321,  Location: 0.20 MI E HOOVER RD (Lat: 37.673056,  Lng: -97.403611),  Route carried "on" structure: US 54,  Year Built: 1971,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 14.16m (46.46ft),  Average Daily Traffic: 38,966 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 57,901 (year 2041),  Design Load: HS 20,  Features Intersected: WICHITA FL CONTR CANAL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 35.969,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 46.47m (152.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Preformed Fabric

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Structure Number: 999905400871434,  Location: 0.25 MI E TOPEKA ST (Lat: 37.678889,  Lng: -97.329722),  Route carried "on" structure: US 54,  Year Built: 1953,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 58.37m (191.50ft),  Average Daily Traffic: 51,172 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 68,921 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 42.593,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Better than present minimum criteria,  Length Of Structure Improvement: 191.49m (628.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905400871461,  Location: 0.65 MI E WOODLAWN AVE (Lat: 37.677500,  Lng: -97.249444),  Route carried "on" structure: ServiceCity street 4099,  Year Built: 1966,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 638 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 32,081 (year 2041),  Design Load: H 20,  Features Intersected: GYPSUM CREEK DRAINAGE,  Facility Carried by Structure: US54 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.016,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 184.5m (605.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999905400872921,  Location: JCT US54/I135 (Lat: 37.678889,  Lng: -97.312500),  Route carried "on" structure: US 54,  Year Built: 1976,  Status: Open,  Structure Length: 31.68m (103.94ft),  Average Daily Traffic: 47,886 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 64,495 (year 2041),  Design Load: HS 20,  Features Intersected: I135 HWY EL-WL & Canal
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 43.988,  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: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 103.95m (341.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999905400872931,  Location: JCT US54/I135 (Lat: 37.678889,  Lng: -97.312500),  Route carried "on" structure: US 54,  Year Built: 1976,  Status: Open,  Structure Length: 31.68m (103.94ft),  Average Daily Traffic: 47,886 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 67,085 (year 2041),  Design Load: HS 20,  Features Intersected: I135 E&W LANES & Canal
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 43.987,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 103.95m (341.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999905400872971,  Location: KELLOGG & HYDRAULIC AVE (Lat: 37.678889,  Lng: -97.316944),  Route carried "on" structure: US 54,  Year Built: 1976,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 47,886 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 67,085 (year 2041),  Design Load: HS 20,  Features Intersected: HYDRAULIC AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 43.660,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.95m (52.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999905400873001,  Location: US54 & GROVE ST (Lat: 37.678889,  Lng: -97.308056),  Route carried "on" structure: US 54,  Year Built: 1976,  Status: Open,  Structure Length: 5.14m (16.86ft),  Average Daily Traffic: 47,886 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 67,085 (year 2041),  Design Load: HS 20,  Features Intersected: GROVE ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 44.452,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.85m (55.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999905400873011,  Location: KELLOGG & GROVE (Lat: 37.679167,  Lng: -97.308056),  Route carried "on" structure: US 54,  Year Built: 1976,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.14m (16.86ft),  Average Daily Traffic: 47,886 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 67,085 (year 2041),  Design Load: HS 20,  Features Intersected: GROVE ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 44.458,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Better than present minimum criteria,  Length Of Structure Improvement: 16.85m (55.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay