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

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Structure Number: 999913500872991,  Location: JCT I35W-US54 KELLOGG AVE (Lat: 37.678611,  Lng: -97.311389),  Route carried "on" structure: Ramp State highway 38,  Year Built: 1977,  Status: Open,  Structure Length: 50.59m (165.98ft),  Average Daily Traffic: 18,375 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 71,448 (year 2041),  Design Load: HS 20,  Features Intersected: US 54-I135, 3 RAMPS,  Facility Carried by Structure: RP I135 NB/U54 WB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.457,  Lanes on structure: 1,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 37.6m (123.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 165.98m (544.55ft),  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: 999913500873041,  Location: JCT I35-US54 (Lat: 37.676111,  Lng: -97.312500),  Route carried "on" structure: Ramp State highway 38,  Year Built: 1976,  Status: Open,  Structure Length: 13.55m (44.46ft),  Average Daily Traffic: 15,025 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,920 (year 2041),  Design Load: HS 20,  Features Intersected: I135 E&W LANES,  Facility Carried by Structure: RP U54 EB/I135 NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.224,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 44.45m (145.83ft),  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: 999913500873051,  Location: JCT I35W-US54 (Lat: 37.677500,  Lng: -97.312500),  Route carried "on" structure: Ramp State highway 38,  Year Built: 1976,  Status: Open,  Structure Length: 28.85m (94.65ft),  Average Daily Traffic: 9,540 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,920 (year 2041),  Design Load: HS 20,  Features Intersected: I135 NB/SB LANES & CANAL,  Facility Carried by Structure: RP I135 SB/U54 EB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.859,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.2 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: Equal to present minimum 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: 94.65m (310.53ft),  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: 999913500873061,  Location: 0.02MI. N US 54 (Lat: 37.680000,  Lng: -97.312500),  Route carried "on" structure: Ramp State highway 38,  Year Built: 1976,  Status: Open,  Structure Length: 14.10m (46.26ft),  Average Daily Traffic: 7,430 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,503 (year 2041),  Design Load: HS 20,  Features Intersected: I135 HWY EL&WL -CANAL,  Facility Carried by Structure: RP U54 WB/I135 SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.208,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 46.25m (151.74ft),  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: 999913500873071,  Location: JCT MT VERNON & I35 (Lat: 37.656944,  Lng: -97.312222),  Route carried "on" structure: City street 6140,  Year Built: 1976,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 4,619 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,778 (year 2041),  Design Load: HS 20,  Features Intersected: I135 HWY NB/SB -CANAL,  Facility Carried by Structure: MT VERNON ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.726,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.5m (106.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 38.20m (125.33ft),  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: 999913500873101,  Location: JCT. LINCOLN AVE & I35 (Lat: 37.671667,  Lng: -97.312500),  Route carried "on" structure: City street 6160,  Year Built: 1976,  Status: Open,  Structure Length: 11.60m (38.06ft),  Average Daily Traffic: 4,576 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,743 (year 2041),  Design Load: HS 20,  Features Intersected: I135 HWY EL&WL -CANAL,  Facility Carried by Structure: LINCOLN ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.915,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 38.05m (124.84ft),  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: 999913500873371,  Location: 0.70 MI N OF K15 (Lat: 37.648889,  Lng: -97.309444),  Route carried "on" structure: Ramp State highway 35,  Year Built: 1967,  Status: Open,  Structure Length: 9.83m (32.25ft),  Average Daily Traffic: 3,340 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,683 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.332,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 32.25m (105.81ft),  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: 999913500873381,  Location: 0.57 MI N US54 (Lat: 37.686944,  Lng: -97.312778),  Route carried "on" structure: Ramp State highway 39,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 5,450 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,386 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: I135NB RMP-1ST ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.111,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.95m (68.73ft),  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: 999913500873391,  Location: 0.58 MI N US54 (Lat: 37.686667,  Lng: -97.313611),  Route carried "on" structure: Ramp State highway 39,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 5,110 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,227 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: 1ST RMP TO SB I135
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.146,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 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,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.95m (68.73ft),  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: 999913500873401,  Location: 0.88 MI N OF US54 (Lat: 37.691111,  Lng: -97.313889),  Route carried "on" structure: Ramp State highway 39,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 5,185 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,227 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: 2NDST RMP-NBNDI135
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.142,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.95m (68.73ft),  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: 999913500873411,  Location: 0.89 N OF US54 HWY (Lat: 37.691111,  Lng: -97.315000),  Route carried "on" structure: Ramp State highway 39,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 5,185 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,227 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: SBN I135 TO 2ND ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.058,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.95m (68.73ft),  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: 999913500873421,  Location: 1.15 MI N OF US54 (Lat: 37.695000,  Lng: -97.315278),  Route carried "on" structure: Ramp State highway 40,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 11.26m (36.94ft),  Average Daily Traffic: 4,460 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,227 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: CNTRL RP TONBI135
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.203,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 36.95m (121.23ft),  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: 999913500873431,  Location: 1.17 MI N OF US54 (Lat: 37.694722,  Lng: -97.316389),  Route carried "on" structure: Ramp State highway 40,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 8.82m (28.94ft),  Average Daily Traffic: 4,525 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 57,227 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: SB RMP-135-CNTRL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.158,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 89.8 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 28.95m (94.98ft),  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: 999913500873441,  Location: 1.38 MI N OF US54 (Lat: 37.698056,  Lng: -97.316111),  Route carried "on" structure: Ramp State highway 74,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 5,780 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,739 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: NB I135 RMP-9TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.069,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.95m (68.73ft),  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: 999913500873451,  Location: 1.42 MI.N OF US54 (Lat: 37.698333,  Lng: -97.317500),  Route carried "on" structure: Ramp State highway 74,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 5,365 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,739 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: 8TH RMP TO SBI135
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.185,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 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,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.95m (68.73ft),  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: 999913500873461,  Location: 1.65 MI N OF US54 (Lat: 37.701944,  Lng: -97.317500),  Route carried "on" structure: Ramp State highway 74,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 3,245 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,739 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: 9THST RMP-NB I135
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.203,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.95m (68.73ft),  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: 999913500873471,  Location: 2.20 MI N OF US54 (Lat: 37.701944,  Lng: -97.318611),  Route carried "on" structure: Ramp State highway 74,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 3,350 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,739 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: SB I135 RMP-9TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.140,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.95m (68.73ft),  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: 999913500873481,  Location: 1.98 MI N OF US54 (Lat: 37.706389,  Lng: -97.318889),  Route carried "on" structure: Ramp State highway 41,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 8,525 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,346 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: NB I135 RMP-13TH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.174,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.95m (68.73ft),  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: 999913500873491,  Location: 1.99 MI N OF US54 (Lat: 37.706389,  Lng: -97.320000),  Route carried "on" structure: Ramp State highway 41,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 8,530 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,346 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: 13TH RMP-SB I135
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.158,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.95m (68.73ft),  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: 999913500873501,  Location: 2.18 MI N OF US54 (Lat: 37.709167,  Lng: -97.319722),  Route carried "on" structure: Ramp State highway 41,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 4,080 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,346 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: 13ST RMP-NBND I135
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.146,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.95m (68.73ft),  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: 999913500873511,  Location: 1.66 MI N OF US54 (Lat: 37.709444,  Lng: -97.320833),  Route carried "on" structure: Ramp State highway 41,  Year Built: 1976,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 4,170 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,346 (year 2041),  Design Load: HS 20,  Features Intersected: HWY R/W ONLY,  Facility Carried by Structure: I135 SBND RMP-13TH
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.248,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 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,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.95m (68.73ft),  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: 999913500874671,  Location: .08 MI N 21ST STREET (Lat: 37.722500,  Lng: -97.318056),  Route carried "on" structure: Interstate 135,  Year Built: 2002,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 34,764 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,419 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: 21ST ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.092,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  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: 999913500874681,  Location: .09 MI N 21ST STREET (Lat: 37.722500,  Lng: -97.317778),  Route carried "on" structure: Interstate 135,  Year Built: 2002,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 34,764 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,419 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: 21st Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.377,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  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: 999923200270551,  Location: 1.25 MI S I70 (Lat: 38.830556,  Lng: -98.467500),  Route carried "on" structure: State highway 232,  Year Built: 1962,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 938 (year 2041),  Design Load: H 20,  Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.811,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Channel: Very good,  Culverts: Poor,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999923500870321,  Location: JCT I235/I135 (Lat: 37.759722,  Lng: -97.322500),  Route carried "on" structure: Interstate 235,  Year Built: 1964,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 4.52m (14.83ft),  Average Daily Traffic: 2,550 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,261 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I135 HWY SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 26.330,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 14.83m (48.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999923500870341,  Location: 0.06 MI N I235, SB (Lat: 37.761389,  Lng: -97.323056),  Route carried "on" structure: State highway 96,  Year Built: 1964,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 3.71m (12.17ft),  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: I-135 HWY SB,  Facility Carried by Structure: I235 HWY, SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 39.073,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.17m (39.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999923500870621,  Location: 0.34 MI W I135, SB (Lat: 37.616111,  Lng: -97.330833),  Route carried "on" structure: Ramp State highway 32,  Year Built: 1965,  Status: Open,  Structure Length: 6.53m (21.42ft),  Average Daily Traffic: 9,810 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,165 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I235 HWY, NB,  Facility Carried by Structure: I235 SB TO I135 NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.172,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 21.41m (70.24ft),  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: 999923500870631,  Location: JCT BROADWAY/I235, SB (Lat: 37.616667,  Lng: -97.333889),  Route carried "on" structure: Interstate 235,  Year Built: 1961,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 19,094 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,373 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.827,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.81m (51.87ft),  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: 999923500870641,  Location: JCT BROADWAY/I235, NB (Lat: 37.617222,  Lng: -97.333889),  Route carried "on" structure: Interstate 235,  Year Built: 1961,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 19,094 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,373 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.851,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 15.81m (51.87ft),  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: 999923500870651,  Location: 0.24 MI W BROADWAY ST, SB (Lat: 37.618611,  Lng: -97.337222),  Route carried "on" structure: Interstate 235,  Year Built: 1961,  Status: Open,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 19,094 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,373 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.175,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 22.39m (73.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Preformed Fabric

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Structure Number: 999923500870661,  Location: 0.23 MI W BROADWAY ST, NB (Lat: 37.618889,  Lng: -97.336944),  Route carried "on" structure: Interstate 235,  Year Built: 1961,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 19,094 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,373 (year 2041),  Design Load: HS 20,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.188,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 19.26m (63.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Preformed Fabric

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Structure Number: 999923500870671,  Location: JCT MACARTHUR RD/I235, SB (Lat: 37.622500,  Lng: -97.339167),  Route carried "on" structure: Interstate 235,  Year Built: 1961,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 19,094 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,373 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MACARTHUR RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.653,  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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 15.46m (50.72ft),  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

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Structure Number: 999923500870681,  Location: JCT MACARTHUR RD/I235, NB (Lat: 37.622500,  Lng: -97.338889),  Route carried "on" structure: Interstate 235,  Year Built: 1961,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 19,094 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,373 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MACARTHUR RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.608,  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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 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: 15.46m (50.72ft),  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

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Structure Number: 999923500870691,  Location: 0.39 MI NW MACARTH RD, SB (Lat: 37.626667,  Lng: -97.343333),  Route carried "on" structure: Interstate 235,  Year Built: 1961,  Status: Open,  Structure Length: 7.00m (22.97ft),  Average Daily Traffic: 19,094 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,373 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GOLD ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.240,  Lanes on structure: 2,  Lanes under 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: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 22.96m (75.33ft),  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: 999923500870701,  Location: 0.38 MI NW MACARTH RD, NB (Lat: 37.626944,  Lng: -97.343333),  Route carried "on" structure: Interstate 235,  Year Built: 1961,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 19,094 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,373 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GOLD ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.240,  Lanes on structure: 2,  Lanes under 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: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 22.70m (74.48ft),  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: 999923500870711,  Location: JCT SENECA ST / I235 (Lat: 37.627778,  Lng: -97.352500),  Route carried "on" structure: Interstate 235,  Year Built: 1961,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 18,550 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,564 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SENECA ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.071,  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: 12.5m (41.0ft),  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: 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.45m (47.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999923500870721,  Location: JCT SENECA ST/I235, NB (Lat: 37.628056,  Lng: -97.352500),  Route carried "on" structure: Interstate 235,  Year Built: 1961,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 18,550 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,564 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SENECA ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.069,  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: 12.5m (41.0ft),  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: 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: 14.45m (47.41ft),  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: 999923500870741,  Location: JCT MERIDIAN ST/I235 (Lat: 37.628333,  Lng: -97.370556),  Route carried "on" structure: Interstate 235,  Year Built: 1961,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 18,187 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,025 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MERIDIAN AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.678,  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: 12.5m (41.0ft),  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: 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: 14.45m (47.41ft),  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: 999923500870751,  Location: JCT MERIDIAN ST/I235, NB (Lat: 37.628611,  Lng: -97.370556),  Route carried "on" structure: Interstate 235,  Year Built: 1961,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 18,187 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,025 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MERIDIAN AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.677,  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: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: 14.45m (47.41ft),  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: 999923500870771,  Location: JCT WEST ST/I235 (Lat: 37.631111,  Lng: -97.389167),  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: 6.378,  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: Very 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: Low Slump Concrete