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

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Structure Number: 999905400874941,  Location: .2 MI E MAIZE ROAD (Lat: 37.665833,  Lng: -97.457778),  Route carried "on" structure: US 54,  Year Built: 2004,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 15,117 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,598 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: COWSKIN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 31.065,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.69m (113.81ft),  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: 999905400874961,  Location: US-54 HWY OVER TYLER ROAD (Lat: 37.670556,  Lng: -97.443889),  Route carried "on" structure: US 54,  Year Built: 2004,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 13.09m (42.95ft),  Average Daily Traffic: 23,379 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,740 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: TYLER ROAD & US54 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 32.383,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.0m (170.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 97.1 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.95m (140.91ft),  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: 999905400874971,  Location: US-54 HWY OVER TYLER ROAD (Lat: 37.670278,  Lng: -97.443889),  Route carried "on" structure: US 54,  Year Built: 2004,  Status: Open,  Structure Length: 13.09m (42.95ft),  Average Daily Traffic: 23,379 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,740 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: TYLER ROAD & US54 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 32.388,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 52.0m (170.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 97.1 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 42.95m (140.91ft),  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: 999905400874981,  Location: 7.2 M W SEDGWICK E COLN (Lat: 37.679167,  Lng: -97.271111),  Route carried "on" structure: City street 6071,  Year Built: 2007,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 5,734 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,859 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: US-54 HWY,  Facility Carried by Structure: EDGEMOOR ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.645,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 46.1m (151.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.0 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: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 14.50m (47.57ft),  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: 999905400874991,  Location: 7.7 M W SEDWICK E COLN (Lat: 37.679167,  Lng: -97.261944),  Route carried "on" structure: City street 6575,  Year Built: 2007,  Status: Open,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 13,139 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,145 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: US-54 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.749,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 12.46m (40.88ft),  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: 999905400877001,  Location: US-54 & ARMOUR ROAD (Lat: 37.679444,  Lng: -97.250000),  Route carried "on" structure: US 54,  Year Built: 2007,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 21,502 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,123 (year 2041),  Design Load: HS 20,  Features Intersected: ARMOUR ROAD & US54 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 49.569,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.39m (57.05ft),  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: 999905400877011,  Location: US-54 & ARMOUR ROAD (Lat: 37.679167,  Lng: -97.250000),  Route carried "on" structure: US 54,  Year Built: 2007,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 21,502 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,123 (year 2041),  Design Load: HS 20,  Features Intersected: ARMOUR ROAD & US54 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 49.568,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.39m (57.05ft),  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: 999905400877021,  Location: ROCK ROAD OVER US-54 (Lat: 37.679167,  Lng: -97.244167),  Route carried "on" structure: City street 6625,  Year Built: 2007,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 24,635 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,219 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: US-54 / KELLOGG,  Facility Carried by Structure: ROCK ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 11.352,  Lanes on structure: 12,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 35.2m (115.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 35.2m (115.5ft),  Out-to-Out Width: 62.2m (204.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 70.8 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 15.12m (49.61ft),  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: 999905400877041,  Location: US-54 & EASTERN ST (Lat: 37.679444,  Lng: -97.236389),  Route carried "on" structure: US 54,  Year Built: 2007,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 21,502 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,123 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: EASTERN ST & US54 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 50.780,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.01m (65.65ft),  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: 999905400877051,  Location: US-54 & EASTERN ST (Lat: 37.679167,  Lng: -97.236389),  Route carried "on" structure: US 54,  Year Built: 2007,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 21,502 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,123 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: EASTERN ST & US54 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 50.776,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.01m (65.65ft),  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: 999905400877061,  Location: 0.08 MI E EASTERN ST (Lat: 37.679167,  Lng: -97.235000),  Route carried "on" structure: US 54,  Year Built: 2003,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 21,502 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,123 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: GYPSUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 50.897,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.1m (144.7ft),  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: 44.1m (144.7ft),  Out-to-Out Width: 145.1m (476.0ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 67.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  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: 999905400877071,  Location: KELLOGG & HYDRAULIC AVE (Lat: 37.678611,  Lng: -97.316944),  Route carried "on" structure: US 54,  Year Built: 2010,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 47,886 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 64,495 (year 2041),  Design Load: HS 20,  Features Intersected: HYDRAULIC AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 43.657,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.95m (52.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400878261,  Location: JCT WEBB RD/US-54 HWY (Lat: 37.679167,  Lng: -97.226111),  Route carried "on" structure: City street 6675,  Year Built: 2019,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 8,878 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,192 (year 2041),  Design Load: HL 93,  Features Intersected: US-54 HWY/KELLOGG,  Facility Carried by Structure: WEBB ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.841,  Lanes on structure: 12,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 35.2m (115.5ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 73.7m (241.8ft),  Out-to-Out Width: 74.4m (244.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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: 14.45m (47.41ft),  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: 999905400878271,  Location: 0.3 MI W OF GREENWICH RD (Lat: 37.679167,  Lng: -97.213056),  Route carried "on" structure: US 54,  Year Built: 2018,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 18,826 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,374 (year 2041),  Design Load: HL 93,  Features Intersected: SPRING BRANCH DRG
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 52.851,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 132.9m (436.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 56.7 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: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.06m (6.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400878281,  Location: E KELLOG OVER GREENWICH (Lat: 37.679167,  Lng: -97.207778),  Route carried "on" structure: US 54,  Year Built: 2019,  Status: Open,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 18,826 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,374 (year 2041),  Design Load: HL 93,  Features Intersected: GREENWICH RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 53.298,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 75.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present 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: 38.91m (127.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400878291,  Location: E KELLOG OVER GREENWICH (Lat: 37.679167,  Lng: -97.207778),  Route carried "on" structure: US 54,  Year Built: 2019,  Status: Open,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 18,826 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,374 (year 2041),  Design Load: HL 93,  Features Intersected: GREENWICH RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 53.301,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 75.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present 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: 38.91m (127.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400878301,  Location: E KELLOG OVER ZELTA ST (Lat: 37.679167,  Lng: -97.198611),  Route carried "on" structure: US 54,  Year Built: 2019,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 18,826 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,374 (year 2041),  Design Load: HL 93,  Features Intersected: ZELTA STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 54.109,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.4m (142.4ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.1 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: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.68m (80.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400878311,  Location: E KELLOG OVER ZELTA ST (Lat: 37.679167,  Lng: -97.198611),  Route carried "on" structure: US 54,  Year Built: 2019,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 18,826 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,374 (year 2041),  Design Load: HL 93,  Features Intersected: ZELTA ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 54.114,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.4m (142.4ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.1 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: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.68m (80.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400878321,  Location: JCT US-54/I-35 (KTA) (Lat: 37.679167,  Lng: -97.190833),  Route carried "on" structure: US 54,  Year Built: 2019,  Status: Open,  Structure Length: 8.94m (29.33ft),  Average Daily Traffic: 18,826 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,374 (year 2041),  Design Load: HL 93,  Features Intersected: KTA (I-35)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 54.805,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.8m (97.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.6 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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.32m (96.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400878331,  Location: JCT US-54 / I-35 (KTA) (Lat: 37.679167,  Lng: -97.190556),  Route carried "on" structure: US 54,  Year Built: 2020,  Status: Open,  Structure Length: 8.94m (29.33ft),  Average Daily Traffic: 18,826 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,374 (year 2041),  Design Load: HL 93,  Features Intersected: KTA (I-35)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 54.822,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.1 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: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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: 29.32m (96.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400878471,  Location: SOUTH FRONTAGE ROAD (Lat: 37.676667,  Lng: -97.193889),  Route carried "on" structure: ServiceCity street 6142,  Year Built: 2019,  Status: Open,  Structure Length: 10.68m (35.04ft),  Average Daily Traffic: 638 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,099 (year 2041),  Design Load: HL 93,  Features Intersected: I-35 (KTA) & US-54,  Facility Carried by Structure: SOUTH FRONTAGE RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.092,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 59.7m (195.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 35.04m (114.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400878481,  Location: 0.04 MI E OF ZELTA ST (Lat: 37.679167,  Lng: -97.197222),  Route carried "on" structure: US 54,  Year Built: 2018,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 18,826 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,374 (year 2041),  Design Load: HL 93,  Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 54.235,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 138.7m (455.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 88.5 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: 68.4 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400878491,  Location: 0.07 MI W OF GREENWICH RD (Lat: 37.679167,  Lng: -97.208889),  Route carried "on" structure: US 54,  Year Built: 2018,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 18,826 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,374 (year 2041),  Design Load: HL 93,  Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 53.208,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 107.0m (351.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999908100873521,  Location: 6.67 MI N SUMNER CO LN (Lat: 37.573333,  Lng: -97.333889),  Route carried "on" structure: US 81,  Year Built: 1985,  Status: Open,  Structure Length: 13.98m (45.87ft),  Average Daily Traffic: 9,014 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,960 (year 2041),  Design Load: HS 20,  Features Intersected: WICHITA FL CONTR CANAL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 10.720,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 45.85m (150.43ft),  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: 999908100877871,  Location: I-135/KTA/47TH STREET (Lat: 37.607778,  Lng: -97.325278),  Route carried "on" structure: US 81,  Year Built: 2011,  Status: Open,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 10,892 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,035 (year 2041),  Design Load: HL 93,  Features Intersected: NB-SB I-135 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.306,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.26m (92.72ft),  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: 999908100877881,  Location: I-135/KTA/47TH STREET (Lat: 37.608056,  Lng: -97.325556),  Route carried "on" structure: US 81,  Year Built: 2011,  Status: Open,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 10,892 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,185 (year 2041),  Design Load: HL 93,  Features Intersected: I-135
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.108,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 29.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.26m (92.72ft),  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: 999908100877891,  Location: 0.17 MI W I-135 (Lat: 37.607778,  Lng: -97.328333),  Route carried "on" structure: US 81,  Year Built: 2010,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 10,892 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,035 (year 2041),  Design Load: HL 93,  Features Intersected: BIG SLOUGH (FLOOD CHNL)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.026,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.7 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: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  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: 999908100877901,  Location: 0.17 MI W I-135 (Lat: 37.607778,  Lng: -97.328333),  Route carried "on" structure: US 81,  Year Built: 2010,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 10,892 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,185 (year 2041),  Design Load: HL 93,  Features Intersected: BIG SLOUGH (FLOOD CHNL)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.028,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.7 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: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  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: 999909600871331,  Location: 1.06 MI E OF I135 ON K96 (Lat: 37.743333,  Lng: -97.308333),  Route carried "on" structure: State highway 96,  Year Built: 1991,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 28,356 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,465 (year 2041),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 42.648,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 65.7m (215.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.14m (10.30ft),  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: 999909600872751,  Location: 1.94 MI E OF I-135/K-96 (Lat: 37.745556,  Lng: -97.284167),  Route carried "on" structure: State highway 96,  Year Built: 1992,  Status: Open,  Structure Length: 1.36m (4.46ft),  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: 44.843,  Lanes on structure: 5,  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: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 110.5m (362.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  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: 999909600872811,  Location: 0.40 MI EAST TYLER RD (Lat: 37.759444,  Lng: -97.437500),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Status: Open,  Structure Length: 4.77m (15.65ft),  Average Daily Traffic: 8,273 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,556 (year 2041),  Design Load: HS 20,  Features Intersected: BIG SLOUGH CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 28.690,  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: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 15.65m (51.35ft),  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: 999909600872821,  Location: 0.40MI EAST TYLER RD (Lat: 37.759444,  Lng: -97.437500),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Status: Open,  Structure Length: 4.77m (15.65ft),  Average Daily Traffic: 8,273 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,556 (year 2041),  Design Load: HS 20,  Features Intersected: BIG SLOUGH CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 28.677,  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: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.65m (51.35ft),  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: 999909600872831,  Location: 0.61 MI E TYLER RD (Lat: 37.759722,  Lng: -97.433611),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 8,273 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,556 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE SLOUGH CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 29.031,  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: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 11.25m (36.91ft),  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: 999909600872841,  Location: 0.61MI E TYLER RD (Lat: 37.759444,  Lng: -97.433889),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 8,273 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,556 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE SLOUGH CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 29.018,  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: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: 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: Better than present minimum 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999909600872851,  Location: JCT K96 HWY-RIDGE ROAD (Lat: 37.759722,  Lng: -97.426111),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 14,139 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,168 (year 2041),  Design Load: HS 20,  Features Intersected: RIDGE RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 29.692,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 17.05m (55.94ft),  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: 999909600872861,  Location: JCT K96 HWY-RIDGE ROAD (Lat: 37.759444,  Lng: -97.426111),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 14,139 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,168 (year 2041),  Design Load: HS 20,  Features Intersected: RIDGE RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 29.680,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.05m (55.94ft),  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: 999909600872871,  Location: JCT K96-HOOVER RD (Lat: 37.759722,  Lng: -97.408056),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 14,139 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,168 (year 2041),  Design Load: HS 20,  Features Intersected: HOOVER RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 31.295,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  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: 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  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: 999909600872881,  Location: JCT K96- HOOVER (Lat: 37.759444,  Lng: -97.408056),  Route carried "on" structure: State highway 96,  Year Built: 1974,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 14,139 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,168 (year 2041),  Design Load: HS 20,  Features Intersected: HOOVER RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 31.281,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: 12.25m (40.19ft),  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: 999909600872891,  Location: JCT K96-WEST STREET (Lat: 37.756111,  Lng: -97.389722),  Route carried "on" structure: County highway 6013,  Year Built: 1976,  Status: Open,  Structure Length: 9.07m (29.76ft),  Average Daily Traffic: 699 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 572 (year 2041),  Design Load: HS 20,  Features Intersected: K96 HWY, EB WB,  Facility Carried by Structure: RS0720 RT, WEST ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.359,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 52.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 29.76m (97.64ft),  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