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

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Structure Number: 999909600873151,  Location: 0.56 MI E WEST ST (Lat: 37.755278,  Lng: -97.380278),  Route carried "on" structure: State highway 96,  Year Built: 1978,  Status: Open,  Structure Length: 33.40m (109.58ft),  Average Daily Traffic: 14,992 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,566 (year 2041),  Design Load: HS 20,  Features Intersected: ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 33.904,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 109.57m (359.48ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Other Special 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: 999909600873161,  Location: 0.57 MI E WEST ST (Lat: 37.753611,  Lng: -97.380278),  Route carried "on" structure: State highway 96,  Year Built: 1978,  Status: Open,  Structure Length: 33.70m (110.56ft),  Average Daily Traffic: 14,992 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,566 (year 2041),  Design Load: HS 20,  Features Intersected: ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 33.930,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 110.56m (362.73ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Other Special 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: 999909600873201,  Location: 0.81 MI E WEST ST (Lat: 37.754167,  Lng: -97.375000),  Route carried "on" structure: Ramp State highway 60,  Year Built: 1979,  Status: Open,  Structure Length: 27.70m (90.88ft),  Average Daily Traffic: 2,785 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,020 (year 2041),  Design Load: HS 20,  Features Intersected: I-235 ,K96 EB HWYS,  Facility Carried by Structure: RP I235NB to K96WB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.734,  Lanes on structure: 1,  Lanes under structure: 7,  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: 8,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 90.88m (298.16ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999909600873221,  Location: 0.93 MI E WEST ST (Lat: 37.756944,  Lng: -97.373333),  Route carried "on" structure: State highway 96,  Year Built: 1980,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 14,992 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,566 (year 2041),  Design Load: HS 20,  Features Intersected: RAMP 3(I235 WL)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 34.496,  Lanes on structure: 2,  Lanes under structure: 1,  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: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.77m (68.14ft),  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: 999909600873231,  Location: 0.94 MI E WEST ST (Lat: 37.755278,  Lng: -97.373333),  Route carried "on" structure: State highway 96,  Year Built: 1980,  Status: Open,  Structure Length: 16.84m (55.25ft),  Average Daily Traffic: 14,992 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,566 (year 2041),  Design Load: HS 20,  Features Intersected: I235 & RAMP 3(I235 SB)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 34.487,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.4 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 55.24m (181.23ft),  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: 999909600873241,  Location: 1.08 MI E WEST ST (Lat: 37.757778,  Lng: -97.370833),  Route carried "on" structure: State highway 96,  Year Built: 1980,  Status: Open,  Structure Length: 7.63m (25.03ft),  Average Daily Traffic: 14,992 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,566 (year 2041),  Design Load: HS 20,  Features Intersected: URB6351, MERIDIAN AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 34.730,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  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: 50.8 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.05m (82.19ft),  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: 999909600873271,  Location: 1.12 MI E WEST ST (Lat: 37.755833,  Lng: -97.370278),  Route carried "on" structure: State highway 96,  Year Built: 1980,  Status: Open,  Structure Length: 7.63m (25.03ft),  Average Daily Traffic: 14,992 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,566 (year 2041),  Design Load: HS 20,  Features Intersected: URB6351, MERIDAN AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 34.771,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.05m (82.19ft),  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: 999909600873281,  Location: 0.61 MI E WEST ST (Lat: 37.755278,  Lng: -97.378333),  Route carried "on" structure: Ramp State highway 60,  Year Built: 1979,  Status: Open,  Structure Length: 15.70m (51.51ft),  Average Daily Traffic: 2,785 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,497 (year 2041),  Design Load: HS 20,  Features Intersected: ARKANSAS RIVER,  Facility Carried by Structure: NB235 TO WB 96 RP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.101,  Lanes on structure: 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: 8,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.5 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 51.50m (168.96ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Other Special 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: 999909600873291,  Location: 0.65 MI E WEST ST (Lat: 37.753889,  Lng: -97.378056),  Route carried "on" structure: Ramp State highway 60,  Year Built: 1978,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 3,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,497 (year 2041),  Design Load: HS 20,  Features Intersected: ARKANSAS RIVER,  Facility Carried by Structure: EB 96 TO SB 235 RP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.174,  Lanes on structure: 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: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 13.10m (42.98ft),  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: 999909600873881,  Location: SJCT I-135/K-96 (Lat: 37.743611,  Lng: -97.318889),  Route carried "on" structure: Ramp State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 9.83m (32.25ft),  Average Daily Traffic: 53,816 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 62,022 (year 2041),  Design Load: HS 20,  Features Intersected: I-135 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 40.889,  Lanes on structure: 1,  Lanes under structure: 7,  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: 27.4m (89.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 32.25m (105.81ft),  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: 999909600873891,  Location: SJCT I-135/K-96 (Lat: 37.743889,  Lng: -97.318889),  Route carried "on" structure: Ramp State highway 43,  Year Built: 1992,  Status: Open,  Structure Length: 9.83m (32.25ft),  Average Daily Traffic: 16,220 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 49,983 (year 2041),  Design Load: HS 20,  Features Intersected: I-135 HWY,  Facility Carried by Structure: K-96 HWY WB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.369,  Lanes on structure: 1,  Lanes under structure: 7,  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: 27.4m (89.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 32.25m (105.81ft),  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: 999909600873901,  Location: RP-E-N OVER HYDRAUL 96 (Lat: 37.743889,  Lng: -97.317222),  Route carried "on" structure: Ramp State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 9.22m (30.25ft),  Average Daily Traffic: 53,816 (year 2020),  Average Future Daily Traffic: 16,553 (year 2041),  Design Load: HS 20,  Features Intersected: HYDRAULIC ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 41.869,  Lanes on structure: 1,  Lanes under structure: 4,  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: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 86.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 30.25m (99.25ft),  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: 999909600873911,  Location: K-96 WB OVER HYDRAULIC (Lat: 37.743611,  Lng: -97.317222),  Route carried "on" structure: Ramp State highway 43,  Year Built: 1992,  Status: Open,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 16,220 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,578 (year 2041),  Design Load: HS 20,  Features Intersected: HYDRAULIC ST,  Facility Carried by Structure: K-96 HWY WB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.217,  Lanes on structure: 1,  Lanes under structure: 4,  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: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: 28.25m (92.68ft),  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: 999909600873921,  Location: K-96 EB OVER HYDRAULIC (Lat: 37.743333,  Lng: -97.317222),  Route carried "on" structure: Ramp State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 53,816 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 88,184 (year 2041),  Design Load: HS 20,  Features Intersected: HYDRAULIC ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 41.038,  Lanes on structure: 1,  Lanes under structure: 4,  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: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 28.25m (92.68ft),  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: 999909600873931,  Location: RP NE-E OVER RR (Lat: 37.743056,  Lng: -97.314444),  Route carried "on" structure: Ramp State highway 72,  Year Built: 1992,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 4,025 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,503 (year 2041),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: K-96 HWY EB RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.230,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 8740072,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 22.32m (73.23ft),  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: 999909600873941,  Location: EB K-96 OVER OKT RR (Lat: 37.743333,  Lng: -97.314444),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 6.79m (22.28ft),  Average Daily Traffic: 28,356 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,465 (year 2041),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 41.283,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 22.28m (73.10ft),  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: 999909600873951,  Location: WB K-96 OVER OKT RR (Lat: 37.743611,  Lng: -97.314167),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 6.79m (22.28ft),  Average Daily Traffic: 28,356 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,465 (year 2041),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 42.123,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 22.28m (73.10ft),  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: 999909600873961,  Location: RAMP E-N OVER OKT RR (Lat: 37.744167,  Lng: -97.313889),  Route carried "on" structure: Ramp State highway 72,  Year Built: 1992,  Status: Open,  Structure Length: 6.79m (22.28ft),  Average Daily Traffic: 4,330 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,503 (year 2041),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: K-96 HWY WB RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.288,  Lanes on structure: 1,  Base Highway Network: Yes (Inventory Route: 8740072,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 22.27m (73.06ft),  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: 999909600873971,  Location: K-96 OVER HILLSIDE EB (Lat: 37.743333,  Lng: -97.298889),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 28,356 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,465 (year 2041),  Design Load: HS 20,  Features Intersected: HILLSIDE ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 42.648,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.85m (65.12ft),  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: 999909600873981,  Location: K-96 OVER HILLSIDE WB (Lat: 37.743611,  Lng: -97.298889),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 28,356 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,465 (year 2041),  Design Load: HS 20,  Features Intersected: HILLSIDE ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 43.483,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.85m (65.12ft),  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: 999909600873991,  Location: K-96 EB OVER UPRR (Lat: 37.743333,  Lng: -97.294444),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 16.21m (53.18ft),  Average Daily Traffic: 31,314 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,312 (year 2041),  Design Load: HS 20,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 43.053,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 53.18m (174.48ft),  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: 999909600874001,  Location: K-96 WB OVER UPRR (Lat: 37.743611,  Lng: -97.294167),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 16.21m (53.18ft),  Average Daily Traffic: 31,314 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 51,312 (year 2041),  Design Load: HS 20,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 43.925,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 53.18m (174.48ft),  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: 999909600874011,  Location: K-96 OVER OLIVER EB (Lat: 37.745278,  Lng: -97.280556),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 28,966 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,464 (year 2041),  Design Load: HS 20,  Features Intersected: OLIVER ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 44.315,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.85m (65.12ft),  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: 999909600874021,  Location: K-96 OVER OLIVER WB (Lat: 37.745556,  Lng: -97.280556),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 28,966 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,464 (year 2041),  Design Load: HS 20,  Features Intersected: OLIVER ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 45.150,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.85m (65.12ft),  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: 999909600874031,  Location: 0.230 MI E OF OLIVER ST (Lat: 37.745278,  Lng: -97.276389),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 28,966 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,464 (year 2041),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 45.541,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 80.8m (265.1ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.36m (7.74ft),  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: 999909600874041,  Location: 0.92 MI E OF OLIVER ST (Lat: 37.745278,  Lng: -97.263611),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 28,966 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,464 (year 2041),  Design Load: HS 20,  Features Intersected: EAST FORK CHISHOLM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 46.647,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 116.4m (381.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 69.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.31m (20.70ft),  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: 999909600874051,  Location: K-96 OVER WOODLAWN EB (Lat: 37.745278,  Lng: -97.262222),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 28,966 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,464 (year 2041),  Design Load: HS 20,  Features Intersected: WOODLAWN ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 45.921,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.85m (65.12ft),  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: 999909600874061,  Location: K-96 OVER WOODLAWN WB (Lat: 37.745278,  Lng: -97.262222),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 28,966 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,464 (year 2041),  Design Load: HS 20,  Features Intersected: WOODLAWN ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 46.756,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.85m (65.12ft),  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: 999909600874071,  Location: K-96 OVER ROCK ROAD EB (Lat: 37.744167,  Lng: -97.244444),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 18,779 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,772 (year 2041),  Design Load: HS 20,  Features Intersected: ROCK ROAD ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 47.493,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.85m (65.12ft),  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: 999909600874081,  Location: K-96 OVER ROCK ROAD WB (Lat: 37.744444,  Lng: -97.244444),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 18,779 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,772 (year 2041),  Design Load: HS 20,  Features Intersected: ROCK ROAD ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 48.329,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.85m (65.12ft),  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: 999909600874091,  Location: K-96 OVER WEBB ROAD EB (Lat: 37.737500,  Lng: -97.226111),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 18,779 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,772 (year 2041),  Design Load: HS 20,  Features Intersected: WEBB ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 49.397,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  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,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.75m (91.04ft),  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: 999909600874101,  Location: K-96 OVER WEBB ROAD WB (Lat: 37.737500,  Lng: -97.226111),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 13,467 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,067 (year 2041),  Design Load: HS 20,  Features Intersected: WEBB ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 50.228,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.75m (91.04ft),  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: 999909600874111,  Location: K-96 OVER GREENWICH RD-WB (Lat: 37.729722,  Lng: -97.207778),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 13,467 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,067 (year 2041),  Design Load: HS 20,  Features Intersected: GREENWICH ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 52.172,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.55m (54.30ft),  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: 999909600874121,  Location: K-96 OVER GREENWICH RD-EL (Lat: 37.729444,  Lng: -97.207778),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 5.04m (16.54ft),  Average Daily Traffic: 13,467 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,067 (year 2041),  Design Load: HS 20,  Features Intersected: GREENWICH ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 51.333,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.55m (54.30ft),  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: 999909600874131,  Location: K-96 OVER 21ST ST N (Lat: 37.723056,  Lng: -97.199167),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 11,582 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,978 (year 2041),  Design Load: HS 20,  Features Intersected: 21ST STREET NORTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 53.432,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.85m (65.12ft),  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: 999909600874141,  Location: K-96 OVER 21ST ST N (Lat: 37.723056,  Lng: -97.199444),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 11,582 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,978 (year 2041),  Design Load: HS 20,  Features Intersected: 21ST STREET NORTH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 52.564,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.85m (65.12ft),  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: 999909600874151,  Location: 8.35 MI SE OF I-135 ON 96 (Lat: 37.716667,  Lng: -97.199444),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 11,582 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,978 (year 2041),  Design Load: HS 20,  Features Intersected: W BRANCH FOUR MILE CR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 54.135,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 19.1m (62.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.0 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.77m (61.58ft),  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: 999909600874161,  Location: 8.36 MI SE OF I-135 ON 96 (Lat: 37.716667,  Lng: -97.199722),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 11,582 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,978 (year 2041),  Design Load: HS 20,  Features Intersected: W BRANCH FOUR MILE CR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 53.266,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 19.1m (62.7ft),  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,  Channel: Very good,  Operating Rating: 82.0 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.77m (61.58ft),  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: 999909600874171,  Location: K-96 OVER BNRR (Lat: 37.715556,  Lng: -97.199444),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 11,582 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,978 (year 2041),  Design Load: HS 20,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 54.253,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.75m (54.95ft),  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: 999909600874181,  Location: K-96 OVER BNRR (Lat: 37.715556,  Lng: -97.199722),  Route carried "on" structure: State highway 96,  Year Built: 1994,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 11,582 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,978 (year 2041),  Design Load: HS 20,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 53.385,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.75m (54.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing