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

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Structure Number: 999901500874351,  Location: 1.40 MI N SUMNER COLN (Lat: 37.489444,  Lng: -97.247222),  Route carried "on" structure: State highway 15,  Year Built: 1996,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 4,014 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,707 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BNSF RAILWAY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.255,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.25m (46.75ft),  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: 999901500874361,  Location: 1.40 MI N SUMNER COLN (Lat: 37.489444,  Lng: -97.247500),  Route carried "on" structure: State highway 15,  Year Built: 1998,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 4,014 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,707 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BNSF RAILWAY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.243,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.25m (46.75ft),  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: 999901500874561,  Location: 1.81 MI N SUMNER COLN (Lat: 37.494167,  Lng: -97.252222),  Route carried "on" structure: State highway 15,  Year Built: 1998,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,014 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,707 (year 2041),  Design Load: HS 20,  Features Intersected: ARKANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.918,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 62.2m (204.1ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 10.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  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: 999901500960861,  Location: 4.15 MI NW COWLEY COLN (Lat: 37.461389,  Lng: -97.209444),  Route carried "on" structure: State highway 15,  Year Built: 1945,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 6,649 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,202 (year 2041),  Design Load: H 20,  Features Intersected: TURNER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.655,  Lanes on structure: 2,  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: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.08m (6.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999901500961301,  Location: 2.51 MI NW COWLEY COLN (Lat: 37.445833,  Lng: -97.187222),  Route carried "on" structure: State highway 15,  Year Built: 1980,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 6,649 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,202 (year 2041),  Design Load: HS 20,  Features Intersected: BITTER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.033,  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: 12.2m (40.0ft),  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: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.25m (33.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999901500961311,  Location: 5.16 MI NW COWLEY COLN (Lat: 37.471111,  Lng: -97.223333),  Route carried "on" structure: State highway 15,  Year Built: 1980,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 6,649 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,202 (year 2041),  Design Load: HS 20,  Features Intersected: DOG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.298,  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: 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,  Channel: Good,  Operating Rating: 62.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 17.05m (55.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999901500961411,  Location: 5.51 MI NW COWLEY COLN (Lat: 37.474444,  Lng: -97.228056),  Route carried "on" structure: State highway 15,  Year Built: 1996,  Status: Open,  Structure Length: 6.53m (21.42ft),  Average Daily Traffic: 3,570 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,187 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: K-53 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.867,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.44m (70.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500872193,  Location: 1.04 MI N SUMNER CO LINE (Lat: 37.491667,  Lng: -97.323611),  Route carried "on" structure: ServiceCounty highway 28,  Year Built: 1956,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 99 (year 2020),  Average Future Daily Traffic: 19,986 (year 2041),  Design Load: HS 20,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: 111 TH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.076,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.35m (53.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500872203,  Location: 1.22 MI N SUMNER CO LINE (Lat: 37.494167,  Lng: -97.323611),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 11,350 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 16,866 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: COWSKIN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.952,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.85m (45.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999903500872213,  Location: 1.21 MI N SUMNER CO LINE (Lat: 37.494167,  Lng: -97.323611),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 11,350 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 16,866 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: COWSKIN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.954,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.85m (45.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999903500872223,  Location: 2.05 MI N SUMNER CO LINE (Lat: 37.506111,  Lng: -97.323889),  Route carried "on" structure: ServiceCounty highway 6,  Year Built: 1956,  Status: Open,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 638 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,986 (year 2041),  Features Intersected: I-35 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.948,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.35m (53.64ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500872233,  Location: 3.15 MI N SUMNER CO LINE (Lat: 37.520556,  Lng: -97.323889),  Route carried "on" structure: County highway 5955,  Year Built: 1956,  Status: Open,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 673 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 805 (year 2041),  Design Load: HS 20,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: RS2083
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.430,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.35m (53.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500960363,  Location: 2.03 MI N K-55 (Lat: 37.420833,  Lng: -97.320833),  Route carried "on" structure: ServiceCounty highway 12,  Year Built: 1956,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 22 (year 2020),  Average Future Daily Traffic: 16,197 (year 2041),  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 7.221,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.10m (52.82ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500960373,  Location: 3.04 MI N K-55 (Lat: 37.435556,  Lng: -97.321111),  Route carried "on" structure: ServiceCounty highway 30,  Year Built: 1956,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 22 (year 2020),  Average Future Daily Traffic: 16,197 (year 2041),  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.650,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 31.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.10m (52.82ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500960383,  Location: 4.04 MI N K-55 (Lat: 37.450000,  Lng: -97.321944),  Route carried "on" structure: ServiceCounty highway 43,  Year Built: 1956,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 22 (year 2020),  Average Future Daily Traffic: 16,197 (year 2041),  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.046,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 31.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.10m (52.82ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500960393,  Location: 5.03 MI N K-55 (Lat: 37.464444,  Lng: -97.322500),  Route carried "on" structure: ServiceCounty highway 52,  Year Built: 1956,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 22 (year 2020),  Average Future Daily Traffic: 16,197 (year 2041),  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.406,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.10m (52.82ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500961023,  Location: JCT K-53 / I-35 (Lat: 37.476389,  Lng: -97.322778),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 11,350 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 16,866 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: K-53 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 53.694,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.10m (39.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500961033,  Location: JCT K-53 / I-35 (Lat: 37.476389,  Lng: -97.322778),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 11,350 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 16,866 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: K-53 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 53.694,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.10m (39.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500961343,  Location: 5.54 MI N OF K55 (Lat: 37.471667,  Lng: -97.322500),  Route carried "on" structure: Ramp State highway 4,  Year Built: 1985,  Status: Open,  Structure Length: 5.81m (19.06ft),  Average Daily Traffic: 205 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,197 (year 2041),  Design Load: HS 20,  Features Intersected: I35(KTA) HWY,  Facility Carried by Structure: MULVANE IC RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.164,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 19.06m (62.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999905300961051,  Location: 1.82 MI E US81 (Lat: 37.476111,  Lng: -97.299167),  Route carried "on" structure: State highway 53,  Year Built: 1950,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 3,941 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,809 (year 2041),  Design Load: H 15,  Features Intersected: COWSKIN CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.932,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 35.4 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: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.37m (20.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999905300961061,  Location: 2.82 MI E US81 (Lat: 37.475833,  Lng: -97.281389),  Route carried "on" structure: State highway 53,  Year Built: 1950,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 3,941 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,809 (year 2041),  Design Load: H 20,  Features Intersected: ARKANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.522,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.28m (14.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999905300961071,  Location: 3.95 MI E US81 (Lat: 37.475556,  Lng: -97.261389),  Route carried "on" structure: State highway 53,  Year Built: 1954,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 24.37m (79.95ft),  Average Daily Traffic: 3,941 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,809 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.365,  Lanes on structure: 2,  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: 9,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 79.96m (262.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905300961084,  Location: 4.94 MI E US81 (Lat: 37.470833,  Lng: -97.244722),  Route carried "on" structure: State highway 53,  Year Built: 1909,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 4,779 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,831 (year 2041),  Features Intersected: ARKANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 7.953,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Railroad,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 78.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999905300961281,  Location: 1.08 MI E US81 (Lat: 37.476389,  Lng: -97.312778),  Route carried "on" structure: State highway 53,  Year Built: 1978,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 3,941 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,809 (year 2041),  Design Load: HS 20,  Features Intersected: COWSKIN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.728,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 17.29m (56.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999908100874621,  Location: 0.7 MI N SU COLN (Lat: 37.486667,  Lng: -97.333611),  Route carried "on" structure: US 81,  Year Built: 2000,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 4,633 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,119 (year 2041),  Design Load: HS 20,  Features Intersected: COWSKIN CREEK DRG
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.122,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.06m (6.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999908100961481,  Location: 2.67 MI N K-55 (Lat: 37.429167,  Lng: -97.330556),  Route carried "on" structure: US 81,  Year Built: 2011,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 4,954 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,805 (year 2041),  Design Load: HL 93,  Features Intersected: NINNESCAH RIVER DRG
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 70.386,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.3 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: 54.8 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: 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: 10.35m (33.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999901500961411,  Location: 5.51 MI NW COWLEY COLN (Lat: 37.474444,  Lng: -97.228056),  Route carried "under" structure: State highway 53,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 725 (year 2020),  Truck Traffic: 11%,  Features Intersected: K-53 HWY,  Facility Carried by Structure: K-15 HWY
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 9.962,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 999903500872193,  Location: 1.04 MI N SUMNER CO LINE (Lat: 37.491667,  Lng: -97.323611),  Route carried "under" structure: Interstate 35,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 13,194 (year 2020),  Truck Traffic: 24%,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: 111 TH
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 1.670,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 999903500872223,  Location: 2.05 MI N SUMNER CO LINE (Lat: 37.506111,  Lng: -97.323889),  Route carried "under" structure: Interstate 35,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 13,194 (year 2020),  Truck Traffic: 24%,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: RS0602, 103 RD
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 3.294,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 999903500872233,  Location: 3.15 MI N SUMNER CO LINE (Lat: 37.520556,  Lng: -97.323889),  Route carried "under" structure: Interstate 35,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 13,194 (year 2020),  Truck Traffic: 24%,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: RS2083
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 4.886,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 999903500960363,  Location: 2.03 MI N K-55 (Lat: 37.420833,  Lng: -97.320833),  Route carried "under" structure: Interstate 35,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,299 (year 2020),  Truck Traffic: 27%,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 47.519,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 999903500960373,  Location: 3.04 MI N K-55 (Lat: 37.435556,  Lng: -97.321111),  Route carried "under" structure: Interstate 35,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,299 (year 2020),  Truck Traffic: 27%,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 49.140,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 999903500960383,  Location: 4.04 MI N K-55 (Lat: 37.450000,  Lng: -97.321944),  Route carried "under" structure: Interstate 35,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,299 (year 2020),  Truck Traffic: 27%,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 50.741,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 999903500960393,  Location: 5.03 MI N K-55 (Lat: 37.464444,  Lng: -97.322500),  Route carried "under" structure: Interstate 35,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,299 (year 2020),  Truck Traffic: 27%,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 52.350,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 999903500961023,  Location: JCT K-53 / I-35 (Lat: 37.476389,  Lng: -97.322778),  Route carried "under" structure: State highway 53,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,357 (year 2020),  Truck Traffic: 17%,  Features Intersected: K-53 HWY,  Facility Carried by Structure: I-35 HWY SB (KTA)
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.850,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 999903500961033,  Location: JCT K-53 / I-35 (Lat: 37.476389,  Lng: -97.322778),  Route carried "under" structure: State highway 53,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,357 (year 2020),  Truck Traffic: 17%,  Features Intersected: K-53 HWY,  Facility Carried by Structure: I-35 HWY NB (KTA)
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.861,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 999903500961343,  Location: 5.54 MI N OF K55 (Lat: 37.471667,  Lng: -97.322500),  Route carried "under" structure: Interstate 35,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 11,299 (year 2020),  Truck Traffic: 27%,  Features Intersected: I35(KTA) HWY,  Facility Carried by Structure: MULVANE IC RAMP
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 53.166,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 999905300961104,  Location: 0.21 MI W K15 (Lat: 37.474722,  Lng: -97.231944),  Route carried "under" structure: State highway 53,  Year Built: 1928,  Structure Length: 0. m,  Average Daily Traffic: 1,895 (year 2020),  Truck Traffic: 19%,  Features Intersected: K53 HWY,  Facility Carried by Structure: UP RAILROAD
Minimum Vertical Clearance: 4.56m (14.96ft),  Kilometerpoint: 9.622,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)