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

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Structure Number: 999903500080923,  Location: 0.69 MI NE K-254 (Lat: 37.824444,  Lng: -96.896389),  Route carried "on" structure: ServiceCounty highway 1275,  Year Built: 1956,  Status: Open,  Structure Length: 5.07m (16.63ft),  Average Daily Traffic: 223 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,558 (year 2041),  Design Load: H 15,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: OIL HILL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.124,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 16.65m (54.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500080933,  Location: 0.97 MI NE K-254 (Lat: 37.827222,  Lng: -96.893056),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.42m (21.06ft),  Average Daily Traffic: 7,021 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 9,836 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.187,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.05m (69.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500080943,  Location: 0.96 MI NE K-254 (Lat: 37.827222,  Lng: -96.893056),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.42m (21.06ft),  Average Daily Traffic: 7,021 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 9,836 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.253,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.05m (69.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500080953,  Location: 1.90 MI NE K-254 (Lat: 37.836944,  Lng: -96.881111),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 7,021 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 9,836 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LOCAL ROAD, ABANDONED RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 28.706,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.8 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 24.15m (79.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500080963,  Location: 1.91 MI NE K-254 (Lat: 37.836944,  Lng: -96.881111),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 7,021 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 9,836 (year 2041),  Design Load: H 20,  Features Intersected: ABANDONED RR, LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 28.765,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.8 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: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 24.15m (79.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500080973,  Location: 2.23 MI NE K-254 (Lat: 37.840833,  Lng: -96.877222),  Route carried "on" structure: ServiceCounty highway 876,  Year Built: 1956,  Status: Open,  Structure Length: 8.40m (27.56ft),  Average Daily Traffic: 223 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,558 (year 2041),  Design Load: H 15,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: OIL HILL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 7.855,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 32.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 27.55m (90.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500080983,  Location: 3.94 MI NE K-254 (Lat: 37.860556,  Lng: -96.859444),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.35m (17.55ft),  Average Daily Traffic: 7,021 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 9,836 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: W. BR. WALNUT RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 31.974,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 17.55m (57.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999903500080993,  Location: 3.93 MI NE K-254 (Lat: 37.860278,  Lng: -96.859444),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.35m (17.55ft),  Average Daily Traffic: 7,021 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 9,836 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: W. BR. WALNUT RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 32.034,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 17.55m (57.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999903500081003,  Location: 4.60 MI NE K-254 (Lat: 37.869444,  Lng: -96.855278),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 8.79m (28.84ft),  Average Daily Traffic: 7,021 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 9,836 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: W.BR. WALNUT RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 33.043,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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 minimum criteria,  Length Of Structure Improvement: 28.85m (94.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999903500081013,  Location: 4.59 MI NE K-254 (Lat: 37.869444,  Lng: -96.855278),  Route carried "on" structure: Interstate 35,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 8.79m (28.84ft),  Average Daily Traffic: 7,021 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 9,836 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: W.BR WALNUT R. & ROCK RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 33.096,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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 minimum criteria,  Length Of Structure Improvement: 28.85m (94.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999903500081543,  Location: 0. MI NE U77 (Lat: 37.875833,  Lng: -96.846111),  Route carried "on" structure: Ramp State highway 3,  Year Built: 1986,  Status: Open,  Structure Length: 6.12m (20.08ft),  Average Daily Traffic: 990 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,558 (year 2041),  Design Load: HS 20,  Features Intersected: I35(KTA) HWY,  Facility Carried by Structure: N.ELDORADO IC RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.304,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 20.07m (65.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999903500081573,  Location: K-254 JCT (Lat: 37.816944,  Lng: -96.905278),  Route carried "on" structure: Interstate 35,  Year Built: 1955,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 7,071 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 8,800 (year 2041),  Design Load: H 20,  Features Intersected: CONSTATNT CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 25.675,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 109.0m (357.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 82.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999903500081583,  Location: 0.37 MI NE K-254 (Lat: 37.821111,  Lng: -96.900278),  Route carried "on" structure: Interstate 35,  Year Built: 1955,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 7,071 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 9,906 (year 2041),  Design Load: H 20,  Features Intersected: CONSTATNT CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 26.310,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 34.8m (114.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 41.1m (134.8ft),  Out-to-Out Width: 47.6m (156.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999905400080121,  Location: 2.62 MI. N U-400 E JCT (Lat: 37.716944,  Lng: -96.844167),  Route carried "on" structure: US 54,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 1,233 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 1,596 (year 2041),  Design Load: H 20,  Features Intersected: TURKEY CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 32.372,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.5 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999905400080141,  Location: 3.66 MI. N U-400 E JCT (Lat: 37.731944,  Lng: -96.844444),  Route carried "on" structure: US 54,  Year Built: 1971,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 1,258 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 1,629 (year 2041),  Design Load: HS 20,  Features Intersected: CAVE SPRINGS CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 33.817,  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: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 15.25m (50.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905400080161,  Location: 4.58 MI N U-400 E JCT (Lat: 37.745278,  Lng: -96.844167),  Route carried "on" structure: US 54,  Year Built: 1971,  Status: Open,  Structure Length: 5.62m (18.44ft),  Average Daily Traffic: 1,258 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 1,629 (year 2041),  Design Load: HS 20,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 35.286,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 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: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 18.45m (60.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999905400080181,  Location: 6.46 MI N U-400 E JCT (Lat: 37.772222,  Lng: -96.843889),  Route carried "on" structure: US 54,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,258 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 1,629 (year 2041),  Design Load: H 20,  Features Intersected: WALNUT RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 38.547,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 87.5m (287.1ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 11.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.48m (8.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999905400080254,  Location: O.55 MI. E US-77 N JCT (Lat: 37.816667,  Lng: -96.839444),  Route carried "on" structure: US 54,  Year Built: 1956,  Status: Open,  Structure Length: 15.93m (52.26ft),  Average Daily Traffic: 4,958 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,700 (year 2041),  Design Load: HS 20,  Features Intersected: WALNUT RIVER
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 44.553,  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: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 52.25m (171.42ft),  Designated Inspection Frequency: Every 24 months,  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: 999905400080271,  Location: 1.50 MI. E US-77 N JCT (Lat: 37.811944,  Lng: -96.822222),  Route carried "on" structure: ServiceCounty highway 1850,  Year Built: 1956,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 223 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,070 (year 2041),  Design Load: H 20,  Features Intersected: WALNUT RIVER DRAINAGE,  Facility Carried by Structure: ENTRANCE ON RIGHT
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.043,  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: 2.1m (6.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 26.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999905400081461,  Location: 1.16 MI E US77 NJCT (Lat: 37.814167,  Lng: -96.829167),  Route carried "on" structure: US 54,  Year Built: 1987,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 4,958 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,700 (year 2041),  Design Load: HS 20,  Features Intersected: WALNUT RIVER OVERFLOW
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 45.520,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very 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: 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: October 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400081491,  Location: 7.81 MI N U-400 E JCT (Lat: 37.800556,  Lng: -96.845000),  Route carried "on" structure: US 54,  Year Built: 1988,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 2,864 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 3,708 (year 2041),  Design Load: H 20,  Features Intersected: WALNUT RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 41.716,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 36.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999905400081501,  Location: 8.70 MI N U-400 E JCT (Lat: 37.803889,  Lng: -96.847500),  Route carried "on" structure: US 54,  Year Built: 1988,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 2,864 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 3,708 (year 2041),  Design Load: HS 20,  Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 42.149,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 12.25m (40.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400081511,  Location: 9.04 MI N U-400 E JCT (Lat: 37.808611,  Lng: -96.849722),  Route carried "on" structure: US 54,  Year Built: 1988,  Status: Open,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 2,864 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 3,708 (year 2041),  Design Load: HS 20,  Features Intersected: WALNUT RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 42.717,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 31.15m (102.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Underwater Inspection Date: March 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400081851,  Location: 3.67 MI N U400 E JCT (Lat: 37.731944,  Lng: -96.844167),  Route carried "on" structure: US 54,  Year Built: 2004,  Status: Open,  Structure Length: 4.58m (15.03ft),  Average Daily Traffic: 1,258 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 1,629 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CAVE SPRINGS CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 34.062,  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: 18.0m (59.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.01m (49.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999905400081861,  Location: 4.57MI N U400 E JCT (Lat: 37.745278,  Lng: -96.843889),  Route carried "on" structure: US 54,  Year Built: 2003,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 1,258 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 1,629 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 35.529,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.62m (61.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907700080321,  Location: 0.65 MI. N OF US-54 N JCT (Lat: 37.826667,  Lng: -96.849167),  Route carried "on" structure: US 77,  Year Built: 1935,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 11,643 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,207 (year 2041),  Design Load: H 15,  Features Intersected: W BR WALNUT RIV/PED PASS
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 52.539,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.30m (63.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907700081761,  Location: I-35/US-77 JCTN (Lat: 37.873333,  Lng: -96.850000),  Route carried "on" structure: US 77,  Year Built: 2007,  Status: Open,  Structure Length: 7.11m (23.33ft),  Average Daily Traffic: 837 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,084 (year 2041),  Design Load: HL 93,  Features Intersected: I-35 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 57.491,  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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 23.34m (76.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907700081781,  Location: 1.49 MI S JCT I-35/US-77 (Lat: 37.851944,  Lng: -96.849722),  Route carried "on" structure: US 77,  Year Built: 2007,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 2,598 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,364 (year 2041),  Design Load: HS 15,  Features Intersected: W BR WALNUT RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 55.352,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 39.4m (129.3ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 98.9 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999907700081791,  Location: .66 MI S JCT I-35/US-77 (Lat: 37.863889,  Lng: -96.849722),  Route carried "on" structure: US 77,  Year Built: 2007,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 1,299 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,682 (year 2041),  Design Load: HS 15,  Features Intersected: W BR WALNUT RIVER DRG
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 56.688,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 68.1m (223.4ft)

Condition: Channel: Good,  Culverts: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999907700081871,  Location: 2.90 MI N JCT I-35/US-77 (Lat: 37.915278,  Lng: -96.849444),  Route carried "on" structure: US 77,  Year Built: 2007,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 1,675 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,169 (year 2041),  Design Load: HS 15,  Features Intersected: W BR WALNUT RIVER DRG
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 62.415,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 68.0m (223.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999907700081901,  Location: JCT US-77/I-35 (Lat: 37.873333,  Lng: -96.849722),  Route carried "on" structure: US 77,  Year Built: 2007,  Status: Open,  Structure Length: 7.11m (23.33ft),  Average Daily Traffic: 837 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,084 (year 2041),  Design Load: HL 93,  Features Intersected: I-35 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 57.767,  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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 23.34m (76.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999919600081601,  Location: JCT K-196/K-254 (Lat: 37.816111,  Lng: -96.919444),  Route carried "on" structure: State highway 196,  Year Built: 1995,  Status: Open,  Structure Length: 8.98m (29.46ft),  Average Daily Traffic: 2,447 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 2,704 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: K-254 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 30.410,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: Meets minimum limits,  Length Of Structure Improvement: 29.46m (96.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999925400080631,  Location: I-35 (KTA) JCT. (Lat: 37.817222,  Lng: -96.905000),  Route carried "on" structure: State highway 254,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.12m (23.36ft),  Average Daily Traffic: 7,671 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,399 (year 2041),  Design Load: H 20,  Features Intersected: I-35 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.455,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.9 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.35m (76.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999925400080641,  Location: 0.42 MI. E OF I-35 (KTA) (Lat: 37.816944,  Lng: -96.897778),  Route carried "on" structure: State highway 254,  Year Built: 1953,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,619 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,313 (year 2041),  Design Load: H 20,  Features Intersected: WALNUT RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.128,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 70.7m (232.0ft)

Condition: Channel: Good,  Culverts: 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: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.48m (8.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999925400080651,  Location: 1.41 MI. E OF I-35 (KTA) (Lat: 37.817222,  Lng: -96.879167),  Route carried "on" structure: State highway 254,  Year Built: 1953,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 7,417 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,195 (year 2041),  Design Load: H 20,  Features Intersected: CONSTANT CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.736,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 37.3m (122.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999925400081611,  Location: I-35/K-254 JCT (Lat: 37.816944,  Lng: -96.905556),  Route carried "on" structure: State highway 254,  Year Built: 1994,  Status: Open,  Structure Length: 7.48m (24.54ft),  Average Daily Traffic: 7,671 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,399 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-35 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.428,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

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: 62.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.55m (80.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999990000081694,  Location: EL DORADO STATE PARK (Lat: 37.832778,  Lng: -96.821389),  Route carried "on" structure: County highway 2053,  Year Built: 1962,  Status: Open,  Structure Length: 8.85m (29.04ft),  Average Daily Traffic: 1,487 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,904 (year 2041),  Features Intersected: WALNUT RIVER,  Facility Carried by Structure: K900 PARKS ROUTE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.055,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 29.05m (95.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999990000081704,  Location: EL DORADO STATE PARK (Lat: 37.863889,  Lng: -96.826944),  Route carried "on" structure: County highway 2141,  Year Built: 1990,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 343 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 390 (year 2041),  Features Intersected: RAILROAD,  Facility Carried by Structure: K900 PARKS ROUTE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.906,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  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: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 16.15m (52.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903500080893,  Location: 13.81 MI NE SEG CO LINE (Lat: 37.795556,  Lng: -96.932222),  Route carried "under" structure: Interstate 35,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 8,705 (year 2020),  Truck Traffic: 25%,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: KECHI RD
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 22.289,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 999903500080903,  Location: 0.71 MI SW K-254 (Lat: 37.811111,  Lng: -96.915000),  Route carried "under" structure: Interstate 35,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 8,705 (year 2020),  Truck Traffic: 25%,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 24.588,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 999903500080913,  Location: 0.20 MI NE K-254 (Lat: 37.819167,  Lng: -96.902500),  Route carried "under" structure: Interstate 35,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 8,705 (year 2020),  Truck Traffic: 25%,  Features Intersected: I-35 HWY (KTA),  Facility Carried by Structure: ELDORADO IC RAMP
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 26.026,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)