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

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Structure Number: 999909600874191,  Location: K-96 UNDER 13TH ST NORTH (Lat: 37.708333,  Lng: -97.200278),  Route carried "on" structure: County highway 6390,  Year Built: 1994,  Status: Open,  Structure Length: 8.06m (26.44ft),  Average Daily Traffic: 3,385 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,049 (year 2041),  Design Load: HS 20,  Features Intersected: K-96 HWY,  Facility Carried by Structure: 13TH N OVER K-96
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.066,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.45m (86.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999909600874201,  Location: K-96 UNDER 127TH ST NORTH (Lat: 37.695556,  Lng: -97.189444),  Route carried "on" structure: County highway 6079,  Year Built: 1994,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 2,720 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,042 (year 2041),  Design Load: HS 20,  Features Intersected: K-96 HWY,  Facility Carried by Structure: 127TH STREET NORTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.062,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 37.49m (123.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999909600874211,  Location: K-96 UNDER CENTRAL AVENUE (Lat: 37.693889,  Lng: -97.187778),  Route carried "on" structure: County highway 6406,  Year Built: 1994,  Status: Open,  Structure Length: 10.23m (33.56ft),  Average Daily Traffic: 8,289 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,732 (year 2041),  Design Load: HS 20,  Features Intersected: K-96 HWY,  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 14.236,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.56m (110.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999909600874221,  Location: 127th St OVER K-96 (Lat: 37.690000,  Lng: -97.185556),  Route carried "on" structure: County highway 6079,  Year Built: 1994,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 398 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 414 (year 2041),  Design Load: HS 20,  Features Intersected: K-96 HWY,  Facility Carried by Structure: KTA ACCESS ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.129,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 28.50m (93.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999909600874231,  Location: 10.15 MI NE OF I135/K96 (Lat: 37.685278,  Lng: -97.185278),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 9,627 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,775 (year 2041),  Design Load: HS 20,  Features Intersected: SPRING BRANCH TRIB #4
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 58.083,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.7 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: 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: 11.25m (36.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999909600874241,  Location: 10.16 MI NE OF I135/K96 (Lat: 37.685278,  Lng: -97.185556),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 8,122 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,309 (year 2041),  Design Load: HS 20,  Features Intersected: SPRING BRANCH TRIB #4
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 57.215,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.25m (36.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999909600874251,  Location: K-96 OVER I-35 (KTA) (Lat: 37.683889,  Lng: -97.185278),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 8,122 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,309 (year 2041),  Design Load: HS 20,  Features Intersected: I-35 (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 58.255,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  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: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.69m (87.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999909600874261,  Location: K-96 OVER I-35 (KTA) (Lat: 37.683889,  Lng: -97.185556),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 8,122 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,309 (year 2041),  Design Load: HS 20,  Features Intersected: I-35 (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 57.402,  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: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.69m (90.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999909600874271,  Location: K-96 RAMP WB OVER US-54 (Lat: 37.679167,  Lng: -97.185278),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 8,122 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,309 (year 2041),  Design Load: HS 20,  Features Intersected: US-54 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.282,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8730096,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 26.50m (86.94ft),  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: 999909600874281,  Location: K-96 RAMP OVER US-54 EB (Lat: 37.679167,  Lng: -97.185556),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 8,122 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,309 (year 2041),  Design Load: HS 20,  Features Intersected: US-54 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 57.898,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 26.50m (86.94ft),  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: 999913000560571,  Location: 7.59 MI S I35 (Lat: 38.315000,  Lng: -95.953056),  Route carried "on" structure: State highway 130,  Year Built: 1963,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 25.39m (83.30ft),  Average Daily Traffic: 1,140 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,260 (year 2041),  Design Load: HL 93,  Features Intersected: NEOSHO RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.436,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 43.4m (142.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 83.30m (273.29ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Underwater Inspection Date: August 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999913500870021,  Location: 0.51 MI N 47TH ST, SB (Lat: 37.614722,  Lng: -97.328333),  Route carried "on" structure: Interstate 135,  Year Built: 1965,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.40m (30.84ft),  Average Daily Traffic: 18,097 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,374 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-235 NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.1 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.85m (101.21ft),  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: 999913500870031,  Location: 0.69 MI N 47TH ST, SB (Lat: 37.617500,  Lng: -97.328889),  Route carried "on" structure: Ramp State highway 32,  Year Built: 1965,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 9,810 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,870 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I135 HWY SB,  Facility Carried by Structure: I235 SB TO I135 NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.391,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.3 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 18.40m (60.37ft),  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: 999913500870041,  Location: JCT I135/MACARTHUR RD (Lat: 37.622500,  Lng: -97.328889),  Route carried "on" structure: Interstate 135,  Year Built: 1966,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 18,097 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,374 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MACARTHUR RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.855,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.19m (49.84ft),  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: 999913500870051,  Location: JCT I135/MACARTHUR RD (Lat: 37.622500,  Lng: -97.328333),  Route carried "on" structure: Interstate 135,  Year Built: 1966,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 18,097 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,374 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: URB6150, MACARTHER RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.158,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.8m (42.0ft),  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: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.18m (49.80ft),  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: 999913500870061,  Location: 0.23 MI N MACART RD, WL (Lat: 37.625278,  Lng: -97.326944),  Route carried "on" structure: Interstate 135,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 19.71m (64.67ft),  Average Daily Traffic: 18,097 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,374 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.228,  Lanes on structure: 2,  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: 13,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.65m (212.11ft),  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: 999913500870071,  Location: 0.22 MI N MACART RD, NB (Lat: 37.625000,  Lng: -97.326667),  Route carried "on" structure: Interstate 135,  Year Built: 1966,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 19.71m (64.67ft),  Average Daily Traffic: 18,097 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,374 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.494,  Lanes on structure: 2,  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: 13,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.65m (212.11ft),  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: 999913500870081,  Location: JCT I135 WL/HYDRAULIC AVE (Lat: 37.629167,  Lng: -97.316667),  Route carried "on" structure: Interstate 135,  Year Built: 1966,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 18,097 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,374 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: HYDRAULIC AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.218,  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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.57m (54.36ft),  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: 999913500870091,  Location: JCT I135 EL/HYDRAULIC AVE (Lat: 37.628889,  Lng: -97.316667),  Route carried "on" structure: Interstate 135,  Year Built: 1966,  Status: Open,  Structure Length: 5.07m (16.63ft),  Average Daily Traffic: 18,097 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,374 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: HYDRAULIC AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.466,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  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: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.65m (54.63ft),  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: 999913500870101,  Location: 0.02 MI S K15, SB (Lat: 37.639722,  Lng: -97.307778),  Route carried "on" structure: Interstate 135,  Year Built: 1966,  Status: Open,  Structure Length: 19.18m (62.93ft),  Average Daily Traffic: 19,321 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,023 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: K15 HWY, BNSF, GROVE ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.607,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 9,  Length of Maximum Span: 24.9m (81.7ft),  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: 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 62.92m (206.43ft),  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: 999913500870111,  Location: 1.18 MI. N. I-35(KTA) (Lat: 37.639722,  Lng: -97.306667),  Route carried "on" structure: Ramp State highway 15,  Year Built: 1966,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 975 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 23,534 (year 2041),  Design Load: HS 20,  Features Intersected: GYPSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 20.123,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 15.11m (49.57ft),  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: 999913500870121,  Location: 0.02 MI N K15, NB (Lat: 37.639167,  Lng: -97.307222),  Route carried "on" structure: Interstate 135,  Year Built: 1966,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 43.53m (142.81ft),  Average Daily Traffic: 19,321 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,348 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: K15 ,RR,CANAL, GROVE ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.951,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 17,  Number Of Approach Spans: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 142.80m (468.50ft),  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: 999913500870151,  Location: JCT I135 WL/PAWEE AVE (Lat: 37.649722,  Lng: -97.310278),  Route carried "on" structure: Interstate 135,  Year Built: 1968,  Status: Open,  Structure Length: 47.27m (155.09ft),  Average Daily Traffic: 30,116 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,275 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PAWNEE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.795,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 20,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 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: 155.09m (508.83ft),  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: 999913500870161,  Location: JCT I135 EL/PAWNEE AVE (Lat: 37.649722,  Lng: -97.309722),  Route carried "on" structure: Interstate 135,  Year Built: 1968,  Status: Open,  Structure Length: 51.85m (170.11ft),  Average Daily Traffic: 30,116 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,275 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PAWNEE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 7.100,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 25,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 170.09m (558.04ft),  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: 999913500870221,  Location: 0.59 MI N 21ST ST (Lat: 37.729722,  Lng: -97.316667),  Route carried "on" structure: Interstate 135,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 34,764 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,419 (year 2041),  Design Load: H 20,  Features Intersected: EAST FORK CHISHOLM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.193,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 37.3m (122.4ft),  Out-to-Out Width: 111.5m (365.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.99m (42.62ft),  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: 999913500870231,  Location: 0.85 MI N 21ST ST (Lat: 37.733611,  Lng: -97.316667),  Route carried "on" structure: Interstate 135,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 34,764 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,419 (year 2041),  Design Load: H 20,  Features Intersected: FRONTAGE ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.628,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 37.3m (122.4ft),  Out-to-Out Width: 49.8m (163.4ft)

Condition: Culverts: Good,  Operating Rating: 47.2 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  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: 999913500870241,  Location: 1.00 MI N 21ST SB (Lat: 37.735556,  Lng: -97.317222),  Route carried "on" structure: Interstate 135,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 15.51m (50.89ft),  Average Daily Traffic: 34,764 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,419 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RR, CHISHOLM CR DRG
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.560,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.8m (153.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

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: Equal to present minimum criteria,  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: 50.88m (166.93ft),  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: 999913500870251,  Location: 1.01 MI N 21ST NB (Lat: 37.735556,  Lng: -97.316944),  Route carried "on" structure: Interstate 135,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 15.70m (51.51ft),  Average Daily Traffic: 34,764 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,419 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RR,CHISHOLM CR DRG
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.858,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 51.50m (168.96ft),  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: 999913500870261,  Location: 1.18 MI N 21ST ST, SB (Lat: 37.738333,  Lng: -97.318333),  Route carried "on" structure: Interstate 135,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 14.58m (47.83ft),  Average Daily Traffic: 34,764 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,419 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RR, HYDRAULIC AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.856,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 47.83m (156.92ft),  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: 999913500870271,  Location: 1.19 MI N 21ST ST, NB (Lat: 37.738333,  Lng: -97.318056),  Route carried "on" structure: Interstate 135,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 14.59m (47.87ft),  Average Daily Traffic: 34,764 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,419 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: OKT RR, HYDRAULIC AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 17.172,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 47.88m (157.09ft),  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: 999913500870281,  Location: JCT 37TH ST/I135, WL (Lat: 37.752222,  Lng: -97.319722),  Route carried "on" structure: Interstate 135,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 34,334 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 45,340 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 37TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.413,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.05m (49.38ft),  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: 999913500870291,  Location: JCT 37TH ST/I135, NB (Lat: 37.752222,  Lng: -97.319444),  Route carried "on" structure: Interstate 135,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 34,334 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 45,340 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 37TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.707,  Lanes on structure: 3,  Lanes under structure: 3,  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: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.05m (49.38ft),  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: 999913500870301,  Location: 0.35 MI N 37TH ST, SB (Lat: 37.756944,  Lng: -97.321111),  Route carried "on" structure: Interstate 135,  Year Built: 1964,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 34,334 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 45,340 (year 2041),  Design Load: H 20,  Features Intersected: WICHITA FL CONTR CANAL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.973,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  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: 999913500870311,  Location: 0.36 MI N 37TH ST, NB (Lat: 37.757222,  Lng: -97.320000),  Route carried "on" structure: Interstate 135,  Year Built: 1964,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 34,334 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 45,340 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WICHITA FL CONTR CANAL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 19.285,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.56m (14.96ft),  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: 999913500871861,  Location: .13 MI NI135&OLD K15 (Lat: 37.641111,  Lng: -97.308889),  Route carried "on" structure: City street 6401,  Year Built: 1966,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 4,800 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,926 (year 2041),  Design Load: H 20,  Features Intersected: SB I135 TO SB K15 RAMP,  Facility Carried by Structure: OLD K15 HWY EL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.167,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 14.00m (45.93ft),  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: 999913500872333,  Location: JCT I-135 / I-35 (KTA) (Lat: 37.601389,  Lng: -97.322778),  Route carried "on" structure: Interstate 135,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 3,120 (year 2020),  Truck Traffic: 54%,  Average Future Daily Traffic: 4,728 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-35 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.764,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.55m (67.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999913500872901,  Location: I135 WL VDT, ENG TO 18TH (Lat: 37.696111,  Lng: -97.316389),  Route carried "on" structure: Interstate 135,  Year Built: 1977,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 380.90m (1249.67ft),  Average Daily Traffic: 42,180 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 51,468 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RR , 12CITY ST& STRM
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 12.455,  Lanes on structure: 3,  Lanes under structure: 43,  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: 203,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.1 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1249.60m (4099.74ft),  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: 999913500872911,  Location: I135 EL VDT, ENG TO 18TH (Lat: 37.696111,  Lng: -97.315833),  Route carried "on" structure: Interstate 135,  Year Built: 1977,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 369.13m (1211.06ft),  Average Daily Traffic: 42,180 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 51,468 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RR , 12CITY ST& STRM
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 12.720,  Lanes on structure: 3,  Lanes under structure: 40,  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: 196,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1211.00m (3973.10ft),  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: 999913500872951,  Location: JCT. I35 & HARRY ST (Lat: 37.664444,  Lng: -97.312500),  Route carried "on" structure: City street 6300,  Year Built: 1976,  Status: Open,  Structure Length: 11.60m (38.06ft),  Average Daily Traffic: 4,283 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,503 (year 2041),  Design Load: HS 20,  Features Intersected: I35 E&W LANES & CANAL,  Facility Carried by Structure: HARRY ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.287,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 38.05m (124.84ft),  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