Bridge Statistics for Wichita, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 786Number of bridges
- 16,591ft / 5,057mTotal length
- $13,844,000Total costs
- 9,470,559Total average daily traffic
- 625,083Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wichita
- No street view available for this location
- New bridges - historical statistics
- 41900-1909
- 41910-1919
- 71920-1929
- 81930-1939
- 151940-1949
- 811950-1959
- 1311960-1969
- 1341970-1979
- 931980-1989
- 1521990-1999
- 742000-2009
- 742010-2019
- 92020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 61960-1969
- 241970-1979
- 331980-1989
- 281990-1999
- 182000-2009
- 142010-2019
- 182020-2022
- Bridge Condition - Deck
- 17.6%Very good
- 62.2%Good
- 14.9%Satisfactory
- 4.8%Fair
- 0.5%Poor
- 0.2%Serious
- Bridge Condition - Superstructure
- 23.8%Very good
- 54.3%Good
- 16.1%Satisfactory
- 5.7%Fair
- 0.2%Serious
- Bridge Condition - Substructure
- 33.3%Very good
- 55.0%Good
- 9.3%Satisfactory
- 2.3%Fair
- 0.2%Poor
- Bridge Condition - Channel
- 24.6%Very good
- 56.9%Good
- 15.6%Satisfactory
- 1.9%Fair
- 1.0%Poor
- Bridge Condition - Culverts
- 0.4%Excellent
- 13.2%Very good
- 65.4%Good
- 16.0%Satisfactory
- 3.5%Fair
- 1.6%Poor
Find on map >> Show street view
Structure Number: 999923500870781, Location: JCT WEST ST/I235, NB (Lat: 37.631389, Lng: -97.388889), Route carried "on" structure: Interstate 235, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 17,144 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 25,475 (year 2041), Design Load: HS 20+Mod, Features Intersected: WEST ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.383, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.91m (62.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999923500870781, Location: JCT WEST ST/I235, NB (Lat: 37.631389, Lng: -97.388889), Route carried "on" structure: Interstate 235, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 17,144 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 25,475 (year 2041), Design Load: HS 20+Mod, Features Intersected: WEST ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.383, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.91m (62.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 999923500870811, Location: JCT K42/I235 SB (Lat: 37.646389, Lng: -97.398889), Route carried "on" structure: Interstate 235, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 10.28m (33.73ft), Average Daily Traffic: 17,144 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 25,475 (year 2041), Design Load: HS 20+Mod, Features Intersected: K-42 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.319, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 33.73m (110.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500870811, Location: JCT K42/I235 SB (Lat: 37.646389, Lng: -97.398889), Route carried "on" structure: Interstate 235, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 10.28m (33.73ft), Average Daily Traffic: 17,144 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 25,475 (year 2041), Design Load: HS 20+Mod, Features Intersected: K-42 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.319, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 33.73m (110.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500870821, Location: JCT K42/I235 NB (Lat: 37.646667, Lng: -97.398611), Route carried "on" structure: Interstate 235, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 10.28m (33.73ft), Average Daily Traffic: 17,144 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 25,475 (year 2041), Design Load: HS 20+Mod, Features Intersected: K-42 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.295, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 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: 33.72m (110.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500870821, Location: JCT K42/I235 NB (Lat: 37.646667, Lng: -97.398611), Route carried "on" structure: Interstate 235, Year Built: 1961, Year Reconstructed: 1990, Status: Open, Structure Length: 10.28m (33.73ft), Average Daily Traffic: 17,144 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 25,475 (year 2041), Design Load: HS 20+Mod, Features Intersected: K-42 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.295, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 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: 33.72m (110.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500870841, Location: US54 EB TO I235 SB RAMP (Lat: 37.671944, Lng: -97.403056), Route carried "on" structure: Ramp State highway 56, Year Built: 1961, Status: Open, Structure Length: 21.63m (70.96ft), Average Daily Traffic: 8,665 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 35,068 (year 2041), Design Load: HS 20+Mod, Features Intersected: ABANDONED RR, CANAL, Facility Carried by Structure: US54 EB TO I235 SB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.383, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 70.97m (232.84ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999923500870841, Location: US54 EB TO I235 SB RAMP (Lat: 37.671944, Lng: -97.403056), Route carried "on" structure: Ramp State highway 56, Year Built: 1961, Status: Open, Structure Length: 21.63m (70.96ft), Average Daily Traffic: 8,665 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 35,068 (year 2041), Design Load: HS 20+Mod, Features Intersected: ABANDONED RR, CANAL, Facility Carried by Structure: US54 EB TO I235 SB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.383, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 70.97m (232.84ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 999923500870851, Location: 0.06 MI S US54, SB (Lat: 37.671944, Lng: -97.401389), Route carried "on" structure: Interstate 235, Year Built: 1961, Year Reconstructed: 2018, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 21,408 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 31,811 (year 2041), Design Load: HS 20+Mod, Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.199, Lanes on structure: 3, 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: 15.2m (49.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.85m (42.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999923500870851, Location: 0.06 MI S US54, SB (Lat: 37.671944, Lng: -97.401389), Route carried "on" structure: Interstate 235, Year Built: 1961, Year Reconstructed: 2018, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 21,408 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 31,811 (year 2041), Design Load: HS 20+Mod, Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.199, Lanes on structure: 3, 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: 15.2m (49.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.85m (42.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 999923500870861, Location: 0.07 MI S US54, NB (Lat: 37.671944, Lng: -97.401111), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 21,408 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 31,811 (year 2041), Design Load: HS 20+Mod, Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.159, 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: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.85m (42.16ft), 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
Structure Number: 999923500870861, Location: 0.07 MI S US54, NB (Lat: 37.671944, Lng: -97.401111), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 21,408 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 31,811 (year 2041), Design Load: HS 20+Mod, Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.159, 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: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.85m (42.16ft), 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
Find on map >> Show street view
Structure Number: 999923500870871, Location: JCT US54/I235 (Lat: 37.673056, Lng: -97.401389), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 6.54m (21.46ft), Average Daily Traffic: 21,408 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 31,811 (year 2041), Design Load: HS 20+Mod, Features Intersected: US54 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.320, Lanes on structure: 3, 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: 19.2m (63.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 21.45m (70.37ft), 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, Membrane: Preformed Fabric
Structure Number: 999923500870871, Location: JCT US54/I235 (Lat: 37.673056, Lng: -97.401389), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 6.54m (21.46ft), Average Daily Traffic: 21,408 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 31,811 (year 2041), Design Load: HS 20+Mod, Features Intersected: US54 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.320, Lanes on structure: 3, 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: 19.2m (63.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 21.45m (70.37ft), 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, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 999923500870881, Location: JCT US54/I235, NB (Lat: 37.673056, Lng: -97.401111), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 6.54m (21.46ft), Average Daily Traffic: 29,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 45,741 (year 2041), Design Load: HS 20+Mod, Features Intersected: US54 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.282, Lanes on structure: 3, 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: 19.2m (63.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 21.45m (70.37ft), 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
Structure Number: 999923500870881, Location: JCT US54/I235, NB (Lat: 37.673056, Lng: -97.401111), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 6.54m (21.46ft), Average Daily Traffic: 29,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 45,741 (year 2041), Design Load: HS 20+Mod, Features Intersected: US54 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.282, Lanes on structure: 3, 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: 19.2m (63.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 21.45m (70.37ft), 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
Find on map >> Show street view
Structure Number: 999923500870901, Location: 0.52 MI N US54, SB (Lat: 37.680000, Lng: -97.404722), Route carried "on" structure: Interstate 235, Year Built: 1961, Year Reconstructed: 2018, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 29,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 45,741 (year 2041), Design Load: HS 20+Mod, Features Intersected: MAPLE ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.155, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999923500870901, Location: 0.52 MI N US54, SB (Lat: 37.680000, Lng: -97.404722), Route carried "on" structure: Interstate 235, Year Built: 1961, Year Reconstructed: 2018, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 29,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 45,741 (year 2041), Design Load: HS 20+Mod, Features Intersected: MAPLE ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.155, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 999923500870911, Location: 0.51 MI N US54, NB (Lat: 37.680000, Lng: -97.404444), Route carried "on" structure: Interstate 235, Year Built: 1961, Year Reconstructed: 2018, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 29,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 45,741 (year 2041), Design Load: HS 20+Mod, Features Intersected: MAPLE ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.114, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999923500870911, Location: 0.51 MI N US54, NB (Lat: 37.680000, Lng: -97.404444), Route carried "on" structure: Interstate 235, Year Built: 1961, Year Reconstructed: 2018, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 29,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 45,741 (year 2041), Design Load: HS 20+Mod, Features Intersected: MAPLE ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.114, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.30m (50.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 999923500870921, Location: JCT CENTRAL AVE/I235, SB (Lat: 37.694444, Lng: -97.409167), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 19,140 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 29,577 (year 2041), Design Load: HS 20+Mod, Features Intersected: CENTRAL AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.866, Lanes on structure: 2, Lanes under structure: 6, 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: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 14.85m (48.72ft), 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
Structure Number: 999923500870921, Location: JCT CENTRAL AVE/I235, SB (Lat: 37.694444, Lng: -97.409167), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 19,140 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 29,577 (year 2041), Design Load: HS 20+Mod, Features Intersected: CENTRAL AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.866, Lanes on structure: 2, Lanes under structure: 6, 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: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 14.85m (48.72ft), 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
Find on map >> Show street view
Structure Number: 999923500870931, Location: JCT CENTRAL AVE/I235, NB (Lat: 37.694444, Lng: -97.408889), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 19,140 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 29,577 (year 2041), Design Load: HS 20+Mod, Features Intersected: CENTRAL AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.826, 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: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 14.85m (48.72ft), 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
Structure Number: 999923500870931, Location: JCT CENTRAL AVE/I235, NB (Lat: 37.694444, Lng: -97.408889), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 19,140 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 29,577 (year 2041), Design Load: HS 20+Mod, Features Intersected: CENTRAL AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.826, 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: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 14.85m (48.72ft), 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
Find on map >> Show street view
Structure Number: 999923500870941, Location: JCT BICKELL ST/I235, SB (Lat: 37.713889, Lng: -97.399722), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 8.03m (26.35ft), Average Daily Traffic: 17,643 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 27,264 (year 2041), Design Load: HS 20+Mod, Features Intersected: ZOO BLVD, KO RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 16.320, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 26.35m (86.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 999923500870941, Location: JCT BICKELL ST/I235, SB (Lat: 37.713889, Lng: -97.399722), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 8.03m (26.35ft), Average Daily Traffic: 17,643 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 27,264 (year 2041), Design Load: HS 20+Mod, Features Intersected: ZOO BLVD, KO RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 16.320, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 26.35m (86.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 999923500870951, Location: JCT BICKELL ST/I235, NB (Lat: 37.713611, Lng: -97.399444), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 8.03m (26.35ft), Average Daily Traffic: 17,643 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 27,264 (year 2041), Design Load: HS 20+Mod, Features Intersected: ZOO BLVD, KO RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 16.256, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 26.35m (86.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 999923500870951, Location: JCT BICKELL ST/I235, NB (Lat: 37.713611, Lng: -97.399444), Route carried "on" structure: Interstate 235, Year Built: 1961, Status: Open, Structure Length: 8.03m (26.35ft), Average Daily Traffic: 17,643 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 27,264 (year 2041), Design Load: HS 20+Mod, Features Intersected: ZOO BLVD, KO RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 16.256, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 26.35m (86.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 999923500871031, Location: 0.58 MI E K96 (Lat: 37.757222, Lng: -97.361389), Route carried "on" structure: Interstate 235, Year Built: 1960, Year Reconstructed: 1980, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 15,511 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 25,917 (year 2041), Design Load: HS 20+Mod, Features Intersected: LITTLE ARKANSAS RIV DRN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.951, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 107.6m (353.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), 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
Structure Number: 999923500871031, Location: 0.58 MI E K96 (Lat: 37.757222, Lng: -97.361389), Route carried "on" structure: Interstate 235, Year Built: 1960, Year Reconstructed: 1980, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 15,511 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 25,917 (year 2041), Design Load: HS 20+Mod, Features Intersected: LITTLE ARKANSAS RIV DRN
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.951, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 107.6m (353.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), 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
Find on map >> Show street view
Structure Number: 999923500871111, Location: 0.54 MI E BROADWAY ST, SB (Lat: 37.760000, Lng: -97.326667), Route carried "on" structure: Interstate 235, Year Built: 1964, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 23,040 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 38,497 (year 2041), Design Load: HS 20+Mod, Features Intersected: BNSF RAILWAY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 26.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.58m (47.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999923500871111, Location: 0.54 MI E BROADWAY ST, SB (Lat: 37.760000, Lng: -97.326667), Route carried "on" structure: Interstate 235, Year Built: 1964, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 23,040 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 38,497 (year 2041), Design Load: HS 20+Mod, Features Intersected: BNSF RAILWAY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 26.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.58m (47.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 999923500871121, Location: 0.53 MI E BROADWAY ST, NB (Lat: 37.758611, Lng: -97.326667), Route carried "on" structure: Interstate 235, Year Built: 1964, Status: Open, Structure Length: 4.10m (13.45ft), Average Daily Traffic: 23,040 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 38,497 (year 2041), Design Load: HS 20+Mod, Features Intersected: BNSF RAILWAY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 25.952, 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: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.45m (44.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999923500871121, Location: 0.53 MI E BROADWAY ST, NB (Lat: 37.758611, Lng: -97.326667), Route carried "on" structure: Interstate 235, Year Built: 1964, Status: Open, Structure Length: 4.10m (13.45ft), Average Daily Traffic: 23,040 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 38,497 (year 2041), Design Load: HS 20+Mod, Features Intersected: BNSF RAILWAY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 25.952, 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: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.45m (44.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 999923500873211, Location: 0.89 MI E WEST ST (Lat: 37.754722, Lng: -97.373889), Route carried "on" structure: Ramp State highway 77, Year Built: 1980, Status: Open, Structure Length: 10.68m (35.04ft), Average Daily Traffic: 2,015 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 26,425 (year 2041), Design Load: HS 20+Mod, Features Intersected: I235 HWY, Facility Carried by Structure: 96 HWY EB EXIT RP
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.229, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 8740077, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 35.04m (114.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999923500873211, Location: 0.89 MI E WEST ST (Lat: 37.754722, Lng: -97.373889), Route carried "on" structure: Ramp State highway 77, Year Built: 1980, Status: Open, Structure Length: 10.68m (35.04ft), Average Daily Traffic: 2,015 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 26,425 (year 2041), Design Load: HS 20+Mod, Features Intersected: I235 HWY, Facility Carried by Structure: 96 HWY EB EXIT RP
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.229, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 8740077, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 35.04m (114.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 999923500873251, Location: 3.16 MI NE ZOO BLVD (Lat: 37.756944, Lng: -97.370556), Route carried "on" structure: City street 6351, Year Built: 1980, Status: Open, Structure Length: 8.73m (28.64ft), Average Daily Traffic: 5,541 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,174 (year 2041), Design Load: HS 20, Features Intersected: I235 HWY, Facility Carried by Structure: MERIDIAN, NB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.495, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 28.65m (94.00ft), 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
Structure Number: 999923500873251, Location: 3.16 MI NE ZOO BLVD (Lat: 37.756944, Lng: -97.370556), Route carried "on" structure: City street 6351, Year Built: 1980, Status: Open, Structure Length: 8.73m (28.64ft), Average Daily Traffic: 5,541 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,174 (year 2041), Design Load: HS 20, Features Intersected: I235 HWY, Facility Carried by Structure: MERIDIAN, NB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.495, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 28.65m (94.00ft), 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
Find on map >> Show street view
Structure Number: 999923500873261, Location: 3.15 MI NE ZOO B (Lat: 37.756944, Lng: -97.370833), Route carried "on" structure: City street 6351, Year Built: 1980, Status: Open, Structure Length: 8.73m (28.64ft), Average Daily Traffic: 2,438 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,157 (year 2041), Design Load: HS 20, Features Intersected: I235 HWY, Facility Carried by Structure: MERIDIAN, SB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.484, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 28.65m (94.00ft), 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
Structure Number: 999923500873261, Location: 3.15 MI NE ZOO B (Lat: 37.756944, Lng: -97.370833), Route carried "on" structure: City street 6351, Year Built: 1980, Status: Open, Structure Length: 8.73m (28.64ft), Average Daily Traffic: 2,438 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,157 (year 2041), Design Load: HS 20, Features Intersected: I235 HWY, Facility Carried by Structure: MERIDIAN, SB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.484, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 28.65m (94.00ft), 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
Find on map >> Show street view
Structure Number: 999923500873601, Location: 0.43 MI W SENECA ST (Lat: 37.628056, Lng: -97.361111), Route carried "on" structure: Interstate 235, Year Built: 1989, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 18,550 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 27,564 (year 2041), Design Load: HS 20, Features Intersected: STORM SEWER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.843, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 59.0m (193.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.33m (10.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999923500873601, Location: 0.43 MI W SENECA ST (Lat: 37.628056, Lng: -97.361111), Route carried "on" structure: Interstate 235, Year Built: 1989, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 18,550 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 27,564 (year 2041), Design Load: HS 20, Features Intersected: STORM SEWER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.843, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 59.0m (193.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 80.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.33m (10.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 999923500877981, Location: RAMP EB13-SB235 (Lat: 37.708056, Lng: -97.409167), Route carried "on" structure: Ramp State highway 81, Year Built: 2014, Status: Open, Structure Length: 51.74m (169.75ft), Average Daily Traffic: 6,440 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 32,606 (year 2041), Design Load: HL 93, Features Intersected: RAMP LEV RD WICHITA FDWY, Facility Carried by Structure: RAMP EB13-SB 235
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.528, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 68.6m (225.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.6 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: 38.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 169.76m (556.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500877981, Location: RAMP EB13-SB235 (Lat: 37.708056, Lng: -97.409167), Route carried "on" structure: Ramp State highway 81, Year Built: 2014, Status: Open, Structure Length: 51.74m (169.75ft), Average Daily Traffic: 6,440 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 32,606 (year 2041), Design Load: HL 93, Features Intersected: RAMP LEV RD WICHITA FDWY, Facility Carried by Structure: RAMP EB13-SB 235
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.528, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 68.6m (225.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.6 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: 38.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 169.76m (556.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500877991, Location: RAMP NB235-WB13 (Lat: 37.708333, Lng: -97.408889), Route carried "on" structure: Ramp State highway 81, Year Built: 2014, Status: Open, Structure Length: 69.50m (228.02ft), Average Daily Traffic: 7,890 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 32,606 (year 2041), Design Load: HL 93, Features Intersected: RMP LEVRD WICHFLDWY I235, Facility Carried by Structure: RAMP NB235-WB13
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.782, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 68.6m (225.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.5 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: 40.5 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 228.02m (748.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500877991, Location: RAMP NB235-WB13 (Lat: 37.708333, Lng: -97.408889), Route carried "on" structure: Ramp State highway 81, Year Built: 2014, Status: Open, Structure Length: 69.50m (228.02ft), Average Daily Traffic: 7,890 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 32,606 (year 2041), Design Load: HL 93, Features Intersected: RMP LEVRD WICHFLDWY I235, Facility Carried by Structure: RAMP NB235-WB13
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.782, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 68.6m (225.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.5 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: 40.5 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 228.02m (748.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878111, Location: I 235 NB TO US 54 EB RAMP (Lat: 37.672222, Lng: -97.400000), Route carried "on" structure: Ramp State highway 56, Year Built: 2018, Status: Open, Structure Length: 27.07m (88.81ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 35,068 (year 2041), Design Load: HL 93, Features Intersected: ABANDONED RR, Facility Carried by Structure: I235 NB TO US54 EB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.175, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 53.6m (175.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 48.3 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: 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 88.80m (291.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878111, Location: I 235 NB TO US 54 EB RAMP (Lat: 37.672222, Lng: -97.400000), Route carried "on" structure: Ramp State highway 56, Year Built: 2018, Status: Open, Structure Length: 27.07m (88.81ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 35,068 (year 2041), Design Load: HL 93, Features Intersected: ABANDONED RR, Facility Carried by Structure: I235 NB TO US54 EB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.175, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 53.6m (175.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 48.3 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: 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 88.80m (291.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878121, Location: I235 NB TO US 54 RAMP (Lat: 37.670278, Lng: -97.400556), Route carried "on" structure: Ramp State highway 56, Year Built: 2018, Status: Open, Structure Length: 10.34m (33.92ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 35,068 (year 2041), Design Load: HL 93, Features Intersected: HWY R/W ONLY, Facility Carried by Structure: I235 NB TO US54 EB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.9 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: 39.2 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, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 33.92m (111.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878121, Location: I235 NB TO US 54 RAMP (Lat: 37.670278, Lng: -97.400556), Route carried "on" structure: Ramp State highway 56, Year Built: 2018, Status: Open, Structure Length: 10.34m (33.92ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 35,068 (year 2041), Design Load: HL 93, Features Intersected: HWY R/W ONLY, Facility Carried by Structure: I235 NB TO US54 EB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.9 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: 39.2 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, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 33.92m (111.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878131, Location: SB I-235 TO EB US-54/400 (Lat: 37.672778, Lng: -97.397222), Route carried "on" structure: Ramp State highway 56, Year Built: 2018, Status: Open, Structure Length: 25.41m (83.37ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,078 (year 2041), Design Load: HL 93, Features Intersected: US54 RAMP TO WEST ST, Facility Carried by Structure: SB I235 TO EB US54
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.029, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.6 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: 45.0 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 83.38m (273.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878131, Location: SB I-235 TO EB US-54/400 (Lat: 37.672778, Lng: -97.397222), Route carried "on" structure: Ramp State highway 56, Year Built: 2018, Status: Open, Structure Length: 25.41m (83.37ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,078 (year 2041), Design Load: HL 93, Features Intersected: US54 RAMP TO WEST ST, Facility Carried by Structure: SB I235 TO EB US54
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.029, Lanes on structure: 3, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.6 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: 45.0 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 83.38m (273.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878171, Location: 0.17 MI N US54, WB (Lat: 37.674167, Lng: -97.403333), Route carried "on" structure: Ramp State highway 56, Year Built: 2018, Status: Open, Structure Length: 23.13m (75.89ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 33,842 (year 2041), Design Load: HL 93, Features Intersected: WICHITA CONTR CANAL, Facility Carried by Structure: I235 SB TO US54 WB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.238, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.9 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: 38.6 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: Better than present minimum criteria, Length Of Structure Improvement: 75.90m (249.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878171, Location: 0.17 MI N US54, WB (Lat: 37.674167, Lng: -97.403333), Route carried "on" structure: Ramp State highway 56, Year Built: 2018, Status: Open, Structure Length: 23.13m (75.89ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 33,842 (year 2041), Design Load: HL 93, Features Intersected: WICHITA CONTR CANAL, Facility Carried by Structure: I235 SB TO US54 WB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.238, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.9 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: 38.6 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: Better than present minimum criteria, Length Of Structure Improvement: 75.90m (249.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878181, Location: 0.10 MI N US54, WB (Lat: 37.673611, Lng: -97.404444), Route carried "on" structure: Ramp State highway 56, Year Built: 2018, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 33,842 (year 2041), Design Load: HL 93, Features Intersected: HWY R/W ONLY, Facility Carried by Structure: I-235 SB TO U-54WB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 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: 68.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.12m (49.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878181, Location: 0.10 MI N US54, WB (Lat: 37.673611, Lng: -97.404444), Route carried "on" structure: Ramp State highway 56, Year Built: 2018, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 33,842 (year 2041), Design Load: HL 93, Features Intersected: HWY R/W ONLY, Facility Carried by Structure: I-235 SB TO U-54WB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 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: 68.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.12m (49.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878201, Location: NB I-235 TO WB US 54/400 (Lat: 37.672778, Lng: -97.401389), Route carried "on" structure: Ramp State highway 56, Year Built: 2019, Status: Open, Structure Length: 52.84m (173.36ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 61,667 (year 2041), Design Load: HL 93, Features Intersected: I235, WICHITA VLY FLDWY, Facility Carried by Structure: NB I235 TO WB US54
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.309, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 64.3m (211.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.0 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: 36.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 173.34m (568.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878201, Location: NB I-235 TO WB US 54/400 (Lat: 37.672778, Lng: -97.401389), Route carried "on" structure: Ramp State highway 56, Year Built: 2019, Status: Open, Structure Length: 52.84m (173.36ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 61,667 (year 2041), Design Load: HL 93, Features Intersected: I235, WICHITA VLY FLDWY, Facility Carried by Structure: NB I235 TO WB US54
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.309, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 64.3m (211.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.0 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: 36.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 173.34m (568.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878221, Location: SB I-235 TO EB US-54/400 (Lat: 37.673056, Lng: -97.401389), Route carried "on" structure: Ramp State highway 56, Year Built: 2018, Status: Open, Structure Length: 46.35m (152.07ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 63,744 (year 2041), Design Load: HL 93, Features Intersected: I-235 HWY, Facility Carried by Structure: SB I235 TO EB US54
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.391, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 65.4m (214.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.4 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: 32.7 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 152.06m (498.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878221, Location: SB I-235 TO EB US-54/400 (Lat: 37.673056, Lng: -97.401389), Route carried "on" structure: Ramp State highway 56, Year Built: 2018, Status: Open, Structure Length: 46.35m (152.07ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 63,744 (year 2041), Design Load: HL 93, Features Intersected: I-235 HWY, Facility Carried by Structure: SB I235 TO EB US54
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.391, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 65.4m (214.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.4 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: 32.7 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 152.06m (498.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878351, Location: 1.09 MI NE BICKELL ST, SB (Lat: 37.725556, Lng: -97.386389), Route carried "on" structure: Interstate 235, Year Built: 2016, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 17,643 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 27,264 (year 2041), Design Load: HL 93, Features Intersected: ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 18.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.3 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: 41.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.90m (117.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878351, Location: 1.09 MI NE BICKELL ST, SB (Lat: 37.725556, Lng: -97.386389), Route carried "on" structure: Interstate 235, Year Built: 2016, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 17,643 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 27,264 (year 2041), Design Load: HL 93, Features Intersected: ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 18.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.3 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: 41.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.90m (117.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878361, Location: 1.08 MI NE BICKELL ST, NB (Lat: 37.725278, Lng: -97.386111), Route carried "on" structure: Interstate 235, Year Built: 2018, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 17,643 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 27,264 (year 2041), Design Load: HL 93, Features Intersected: ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.992, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.3 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: 41.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.90m (117.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878361, Location: 1.08 MI NE BICKELL ST, NB (Lat: 37.725278, Lng: -97.386111), Route carried "on" structure: Interstate 235, Year Built: 2018, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 17,643 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 27,264 (year 2041), Design Load: HL 93, Features Intersected: ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.992, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.3 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: 41.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.90m (117.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878371, Location: JCT 25TH ST/I235 (Lat: 37.731389, Lng: -97.380278), Route carried "on" structure: City street 6450, Year Built: 2017, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 4,453 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,327 (year 2041), Design Load: HL 93, Features Intersected: I235 NB & SB, Facility Carried by Structure: 25TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.074, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.9 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.81m (71.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878371, Location: JCT 25TH ST/I235 (Lat: 37.731389, Lng: -97.380278), Route carried "on" structure: City street 6450, Year Built: 2017, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 4,453 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,327 (year 2041), Design Load: HL 93, Features Intersected: I235 NB & SB, Facility Carried by Structure: 25TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.074, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.9 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.81m (71.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878381, Location: 0.69 MI NE 25TH ST, SB (Lat: 37.739722, Lng: -97.374722), Route carried "on" structure: Interstate 235, Year Built: 2016, Status: Open, Structure Length: 19.65m (64.47ft), Average Daily Traffic: 15,511 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 25,917 (year 2041), Design Load: HL 93, Features Intersected: WICHITA FL CAN & LEV RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 20.003, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.2 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: 39.5 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 64.47m (211.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878381, Location: 0.69 MI NE 25TH ST, SB (Lat: 37.739722, Lng: -97.374722), Route carried "on" structure: Interstate 235, Year Built: 2016, Status: Open, Structure Length: 19.65m (64.47ft), Average Daily Traffic: 15,511 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 25,917 (year 2041), Design Load: HL 93, Features Intersected: WICHITA FL CAN & LEV RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 20.003, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.2 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: 39.5 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 64.47m (211.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878391, Location: 0.69 MI NE 25TH ST, NB (Lat: 37.739722, Lng: -97.374444), Route carried "on" structure: Interstate 235, Year Built: 2018, Status: Open, Structure Length: 19.65m (64.47ft), Average Daily Traffic: 15,511 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 23,969 (year 2041), Design Load: HL 93, Features Intersected: WICHITA FL CONTR CANAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 20.019, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.0 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: 44.1 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 64.47m (211.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878391, Location: 0.69 MI NE 25TH ST, NB (Lat: 37.739722, Lng: -97.374444), Route carried "on" structure: Interstate 235, Year Built: 2018, Status: Open, Structure Length: 19.65m (64.47ft), Average Daily Traffic: 15,511 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 23,969 (year 2041), Design Load: HL 93, Features Intersected: WICHITA FL CONTR CANAL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 20.019, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.0 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: 44.1 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 64.47m (211.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878431, Location: JCT BROADWAY/I235SB (Lat: 37.757500, Lng: -97.336111), Route carried "on" structure: Interstate 235, Year Built: 2022, Status: Open, Structure Length: 14.38m (47.18ft), Average Daily Traffic: 23,040 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 38,497 (year 2041), Design Load: HL 93, Features Intersected: I-235 HWY, Facility Carried by Structure: BROADWAY,BNSF RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 25.196, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 47.3 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: 36.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878431, Location: JCT BROADWAY/I235SB (Lat: 37.757500, Lng: -97.336111), Route carried "on" structure: Interstate 235, Year Built: 2022, Status: Open, Structure Length: 14.38m (47.18ft), Average Daily Traffic: 23,040 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 38,497 (year 2041), Design Load: HL 93, Features Intersected: I-235 HWY, Facility Carried by Structure: BROADWAY,BNSF RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 25.196, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 47.3 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: 36.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999923500878511, Location: 0.26 MI NW WEST ST, SB (Lat: 37.633333, Lng: -97.392778), Route carried "on" structure: Interstate 235, Year Built: 2022, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 17,144 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 25,475 (year 2041), Design Load: HL 93, Features Intersected: KO RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.783, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.4 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: 52.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999923500878511, Location: 0.26 MI NW WEST ST, SB (Lat: 37.633333, Lng: -97.392778), Route carried "on" structure: Interstate 235, Year Built: 2022, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 17,144 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 25,475 (year 2041), Design Load: HL 93, Features Intersected: KO RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.783, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.4 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: 52.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 999925100872051, Location: 2.38 MI N US54 (Lat: 37.703333, Lng: -97.789444), Route carried "on" structure: State highway 251, Year Built: 1967, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 1,113 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,230 (year 2041), Design Load: HS 20, Features Intersected: N FORK NINNESCAH RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.468, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, 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: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.25m (73.00ft), 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
Structure Number: 999925100872051, Location: 2.38 MI N US54 (Lat: 37.703333, Lng: -97.789444), Route carried "on" structure: State highway 251, Year Built: 1967, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 1,113 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,230 (year 2041), Design Load: HS 20, Features Intersected: N FORK NINNESCAH RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.468, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, 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: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.25m (73.00ft), 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