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

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Structure Number: 999905400873021,  Location: KELLOGG & GROVE (Lat: 37.678611,  Lng: -97.308056),  Route carried "on" structure: Ramp State highway 38,  Year Built: 1976,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 9,540 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 71,448 (year 2041),  Design Load: HS 20,  Features Intersected: GROVE ST,  Facility Carried by Structure: RAMP N TO E
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.292,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 18.37m (60.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999905400873031,  Location: US54 & HYDRAULIC AVE (Lat: 37.678889,  Lng: -97.317222),  Route carried "on" structure: Ramp State highway 38,  Year Built: 1976,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 18,375 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,690 (year 2041),  Design Load: HS 20,  Features Intersected: HYDRAULIC AVE,  Facility Carried by Structure: 135N to 54W
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.895,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.30m (53.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999905400873131,  Location: 0.80 MI E JCT I135/US54 (Lat: 37.679444,  Lng: -97.298611),  Route carried "on" structure: US 54,  Year Built: 1977,  Status: Open,  Structure Length: 6.11m (20.05ft),  Average Daily Traffic: 47,886 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 67,085 (year 2041),  Design Load: HS 20,  Features Intersected: HILLSIDE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 45.281,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.05m (65.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905400873141,  Location: 0.80 MI E JCT I135/US54 (Lat: 37.679167,  Lng: -97.298611),  Route carried "on" structure: US 54,  Year Built: 1977,  Status: Open,  Structure Length: 6.11m (20.05ft),  Average Daily Traffic: 47,886 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 67,085 (year 2041),  Design Load: HS 20,  Features Intersected: HILLSIDE AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 45.277,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.05m (65.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905400873171,  Location: 0.25 MI E TOPEKA ST (Lat: 37.678611,  Lng: -97.329444),  Route carried "on" structure: US 54,  Year Built: 1979,  Status: Open,  Structure Length: 58.36m (191.47ft),  Average Daily Traffic: 51,172 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 68,921 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF & KO RR & STREETS
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 42.588,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 191.46m (628.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905400873311,  Location: JT 54 & S MID CONTINENT (Lat: 37.672222,  Lng: -97.428611),  Route carried "on" structure: City street 6125,  Year Built: 1980,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 6,601 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,440 (year 2041),  Design Load: HS 20,  Features Intersected: US54 EB/WB,  Facility Carried by Structure: SB S MID CONT RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.719,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.5m (77.1ft),  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: 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: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 24.50m (80.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905400873341,  Location: JT U54 & S MID CONTINENT (Lat: 37.672500,  Lng: -97.427500),  Route carried "on" structure: City street 6125,  Year Built: 1980,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 4,066 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,961 (year 2041),  Design Load: HS 20,  Features Intersected: US54 WB/EB,  Facility Carried by Structure: NB S MID CONT RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 1.736,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.5m (77.1ft),  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: 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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 23.50m (77.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905400873361,  Location: RAMP,WB54-SB MIDCN (Lat: 37.671944,  Lng: -97.427778),  Route carried "on" structure: Ramp State highway 10,  Year Built: 1980,  Status: Open,  Structure Length: 27.89m (91.50ft),  Average Daily Traffic: 10,860 (year 2022),  Truck Traffic: 11%,  Design Load: HS 20,  Features Intersected: US54& NB MID-CONT. DR,  Facility Carried by Structure: RP,WB54-SB MIDCN
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.259,  Lanes on structure: 1,  Lanes under structure: 11,  Base Highway Network: Yes (Inventory Route: 8740010,  Subroute: 98),  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 91.51m (300.23ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999905400873531,  Location: US54 & WEST ST (Lat: 37.673611,  Lng: -97.389167),  Route carried "on" structure: US 54,  Year Built: 1989,  Status: Open,  Structure Length: 16.37m (53.71ft),  Average Daily Traffic: 38,731 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,552 (year 2041),  Design Load: HS 20,  Features Intersected: WEST ST. & US54 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 37.243,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 69.5m (228.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 53.70m (176.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999905400873541,  Location: US54 & WEST ST (Lat: 37.673333,  Lng: -97.389167),  Route carried "on" structure: US 54,  Year Built: 1989,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 16.37m (53.71ft),  Average Daily Traffic: 38,731 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,552 (year 2041),  Design Load: HS 20,  Features Intersected: WEST ST. & US54 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 37.240,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 69.5m (228.0ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 53.70m (176.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999905400873631,  Location: 1.37 MI W BUTLER CO LINE (Lat: 37.679444,  Lng: -97.178056),  Route carried "on" structure: US 54,  Year Built: 1990,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 16,696 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,390 (year 2041),  Design Load: HS 20,  Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 55.930,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.25m (33.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873641,  Location: 1.38 MI W BUTLER CO LINE (Lat: 37.679167,  Lng: -97.178056),  Route carried "on" structure: US 54,  Year Built: 1990,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 16,696 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,390 (year 2041),  Design Load: HS 20,  Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 55.925,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.25m (33.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873651,  Location: 0.23 MI W OF BUTLER CL (Lat: 37.679444,  Lng: -97.157222),  Route carried "on" structure: US 54,  Year Built: 1990,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 10,328 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,469 (year 2041),  Design Load: HS 20,  Features Intersected: FOURMILE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 57.764,  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: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873661,  Location: 0.10 MI W OF BUTLER CL (Lat: 37.679167,  Lng: -97.157222),  Route carried "on" structure: US 54,  Year Built: 1990,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 10,328 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,469 (year 2041),  Design Load: HS 20,  Features Intersected: FOURMILE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 57.759,  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: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873671,  Location: 0.91 MI E 143RD ST (Lat: 37.679444,  Lng: -97.154444),  Route carried "on" structure: US 54,  Year Built: 1990,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 10,328 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,469 (year 2041),  Design Load: HS 20,  Features Intersected: FOURMILE CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 58.015,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.26m (36.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873681,  Location: 0.90 MI E 143RD ST EB (Lat: 37.679167,  Lng: -97.154444),  Route carried "on" structure: US 54,  Year Built: 1990,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 10,328 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,469 (year 2041),  Design Load: HS 20,  Features Intersected: FOURMILE CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 58.010,  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: 13.4m (44.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.25m (36.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873741,  Location: 0.39 MI E SYCAMORE ST (Lat: 37.679167,  Lng: -97.339444),  Route carried "on" structure: Ramp State highway 15,  Year Built: 1994,  Status: Open,  Structure Length: 9.01m (29.56ft),  Average Daily Traffic: 7,520 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,097 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WATER ST,  Facility Carried by Structure: US-54 NW RMP,WB ON
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.117,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 8740015,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 29.57m (97.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873751,  Location: 0.45 MI E SYCAMORE ST (Lat: 37.678889,  Lng: -97.338889),  Route carried "on" structure: US 54,  Year Built: 1994,  Status: Open,  Structure Length: 88.64m (290.81ft),  Average Daily Traffic: 51,172 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 68,921 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CITY STS/ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 41.766,  Lanes on structure: 3,  Lanes under structure: 25,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 290.80m (954.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873761,  Location: 0.44 MI E SYCAMORE ST (Lat: 37.678611,  Lng: -97.338889),  Route carried "on" structure: US 54,  Year Built: 1994,  Status: Open,  Structure Length: 88.64m (290.81ft),  Average Daily Traffic: 51,172 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 68,921 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CITY STS/ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 41.761,  Lanes on structure: 3,  Lanes under structure: 25,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Navigation Control: Yes ( Vertical Clearance: 10.3m (33.8ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 290.80m (954.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873771,  Location: 0.36 MI E SYCAMORE ST (Lat: 37.678611,  Lng: -97.340278),  Route carried "on" structure: Ramp State highway 15,  Year Built: 1993,  Status: Open,  Structure Length: 14.73m (48.33ft),  Average Daily Traffic: 6,525 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,097 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WICHITA ST,  Facility Carried by Structure: US-54 SW RP EB OFF
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.187,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8740015,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 48.33m (158.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873801,  Location: JCT US-54 WB/EDWARDS (Lat: 37.675000,  Lng: -97.373333),  Route carried "on" structure: US 54,  Year Built: 1993,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 48,300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,053 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: KO RR & SW BLVD, EDWARDS
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 38.661,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.00m (134.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873811,  Location: JCT US-54 EB/C6353 (Lat: 37.674722,  Lng: -97.373333),  Route carried "on" structure: US 54,  Year Built: 1993,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 48,300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,053 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: C6353, KO RR & SW BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 38.653,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.00m (134.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873821,  Location: 0.14 MI E K-42, WB (Lat: 37.675000,  Lng: -97.370833),  Route carried "on" structure: US 54,  Year Built: 1993,  Status: Open,  Structure Length: 5.53m (18.14ft),  Average Daily Traffic: 48,300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,053 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MERIDIAN AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 38.848,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.15m (59.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873831,  Location: 0.13 MI E K-42, EB (Lat: 37.675000,  Lng: -97.370833),  Route carried "on" structure: US 54,  Year Built: 1993,  Status: Open,  Structure Length: 5.53m (18.14ft),  Average Daily Traffic: 48,300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,053 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MERIDIAN AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 38.856,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.15m (59.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873841,  Location: JCT SENECA AVE/US54, WB (Lat: 37.676944,  Lng: -97.352778),  Route carried "on" structure: US 54,  Year Built: 1993,  Status: Open,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 45,116 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 60,765 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SENECA AVE & US 54 Ramp
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 40.481,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.26m (63.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873851,  Location: JCT SENECA AVE/US54, EB (Lat: 37.676667,  Lng: -97.352778),  Route carried "on" structure: US 54,  Year Built: 1993,  Status: Open,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 45,116 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 60,765 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SENECA AVE & US 54 Ramp
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 40.480,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.26m (63.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873861,  Location: JCT SYCAMORE ST/US54 WB (Lat: 37.678056,  Lng: -97.346667),  Route carried "on" structure: US 54,  Year Built: 1993,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 53,050 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 71,451 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SYCAMORE ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 41.029,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.38m (53.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400873871,  Location: JCT SYCAMORE ST/US54 EB (Lat: 37.677778,  Lng: -97.346667),  Route carried "on" structure: US 54,  Year Built: 1993,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 53,050 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 71,451 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: SYCAMORE ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 41.024,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.38m (53.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400874301,  Location: 10.63 MI E K251 EB (Lat: 37.664167,  Lng: -97.487500),  Route carried "on" structure: US 54,  Year Built: 1992,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 15,117 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,598 (year 2041),  Design Load: HS 20,  Features Intersected: COWSKIN CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 28.413,  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: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.25m (43.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400874311,  Location: 10.64 MI E K251 WB (Lat: 37.664444,  Lng: -97.487500),  Route carried "on" structure: US 54,  Year Built: 1993,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 15,117 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,598 (year 2041),  Design Load: HS 20,  Features Intersected: COWSKIN CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 28.415,  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: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.25m (43.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400874391,  Location: US-54 & DUGAN ROAD (Lat: 37.672778,  Lng: -97.416389),  Route carried "on" structure: US 54,  Year Built: 1995,  Status: Open,  Structure Length: 8.31m (27.26ft),  Average Daily Traffic: 31,924 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 47,437 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: DUGAN ROAD & US54 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 34.834,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.25m (89.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400874401,  Location: US-54 & DUGAN ROAD (Lat: 37.672500,  Lng: -97.416389),  Route carried "on" structure: US 54,  Year Built: 1995,  Status: Open,  Structure Length: 8.31m (27.26ft),  Average Daily Traffic: 31,924 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 47,437 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: DUGAN ROAD & US54 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 34.834,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.25m (89.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400874411,  Location: 0.5 MI E DUGAN ROAD (Lat: 37.673056,  Lng: -97.407500),  Route carried "on" structure: US 54,  Year Built: 1996,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 38,966 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 57,901 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: HOOVER ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 35.636,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 46.9m (153.9ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Culverts: Good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.04m (13.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999905400874521,  Location: 0.51 MI E RIDGE ROAD (Lat: 37.673611,  Lng: -97.416667),  Route carried "on" structure: City street 6127,  Year Built: 1995,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,022 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,687 (year 2041),  Design Load: HS 20,  Features Intersected: WICHITA FLOOD CANAL DRG.,  Facility Carried by Structure: DUGAN ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.369,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 304.8m (1,000.0ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 85.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999905400874571,  Location: 7.0 M W SEDGWICK ECOLN (Lat: 37.679167,  Lng: -97.280278),  Route carried "on" structure: City street 6525,  Year Built: 1998,  Status: Open,  Structure Length: 3.79m (12.43ft),  Average Daily Traffic: 12,110 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,777 (year 2041),  Design Load: HS 20,  Features Intersected: US54(KELLOGG),  Facility Carried by Structure: OLIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 11.763,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.7m (120.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 39.2m (128.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 12.44m (40.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400874581,  Location: 6.8 M W SEDGWICK ECOLN (Lat: 37.679444,  Lng: -97.276389),  Route carried "on" structure: US 54,  Year Built: 1998,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 45,163 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,271 (year 2041),  Design Load: HS 20,  Features Intersected: WEST BRANCH DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 47.252,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.2m (138.5ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 42.2m (138.5ft),  Out-to-Out Width: 79.4m (260.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.88m (12.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999905400874591,  Location: 6.7 M W SEDGWICK ECOLN (Lat: 37.679444,  Lng: -97.274444),  Route carried "on" structure: US 54,  Year Built: 1998,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 45,163 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 63,271 (year 2041),  Design Load: HS 20,  Features Intersected: EAST BRANCH DRY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 47.413,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.2m (138.5ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 42.2m (138.5ft),  Out-to-Out Width: 111.3m (365.2ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999905400874891,  Location: US-54/MAIZE ROAD JUNCTION (Lat: 37.665278,  Lng: -97.461944),  Route carried "on" structure: US 54,  Year Built: 2004,  Status: Open,  Structure Length: 10.69m (35.07ft),  Average Daily Traffic: 15,117 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,598 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MAIZE ROAD & US54 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 30.671,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.07m (115.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400874911,  Location: US-54/MAIZE ROAD JUNCTION (Lat: 37.665000,  Lng: -97.461944),  Route carried "on" structure: US 54,  Year Built: 2004,  Status: Open,  Structure Length: 10.69m (35.07ft),  Average Daily Traffic: 15,117 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,598 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MAIZE ROAD & US54 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 30.671,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.0m (137.8ft),  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: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.07m (115.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400874931,  Location: .2 MI E MAIZE ROAD (Lat: 37.665833,  Lng: -97.457778),  Route carried "on" structure: US 54,  Year Built: 2004,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 15,117 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,598 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: COWSKIN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 31.068,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.69m (113.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing