Bridge Statistics for Van Buren, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: A3451,  Location: 1.72 MI E INT 59 & I 40 (Lat: 35.457592,  Lng: -94.327400),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 15,500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,339 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Rudy Rd,SLSFRR, Pointer
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.232,  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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to 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: 9.02m (29.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Total Project Cost: $569,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: A3454,  Location: 2.27 MI E INT 59 & I-40 (Lat: 35.455631,  Lng: -94.318300),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 19,000 (year 2018),  Truck Traffic: 35%,  Average Future Daily Traffic: 24,573 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Flat Rock Creek-Crawford
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.117,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Total Project Cost: $355,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: A3956,  Location: 1.37 MI N SEB CO. LINE (Lat: 35.432561,  Lng: -94.327911),  Route carried "on" structure: Interstate 540,  Year Built: 1968,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 26,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,453 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Flat Rock Creek-Crawford
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.761,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A3957,  Location: JCT I-540 & SH 162 (Lat: 35.436000,  Lng: -94.320778),  Route carried "on" structure: Interstate 540,  Year Built: 1968,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 28,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: State Highway 162
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.581,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: A3959,  Location: JCT. HWY 64,71 & 540 (Lat: 35.447119,  Lng: -94.320631),  Route carried "on" structure: US 64,  Year Built: 1967,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 5,440 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,933 (year 2028),  Design Load: HS 20,  Features Intersected: I 540-SEC 2-Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.64m (34.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Other Special Inspection Date: September 2020,  Total Project Cost: $165,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A3961,  Location: 0.05 MI N US 64 (Lat: 35.449689,  Lng: -94.316181),  Route carried "on" structure: County highway 954,  Year Built: 1966,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 35 (year 1984),  Truck Traffic: 1%,  Average Future Daily Traffic: 45 (year 2004),  Design Load: H 15,  Features Intersected: Flat Rock Ck-Crawford Co
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A6881,  Location: 0.99 Mi South of I-40 (Lat: 35.439700,  Lng: -94.319689),  Route carried "on" structure: Interstate 540,  Year Built: 2014,  Status: Open,  Structure Length: 14.78m (48.49ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 36,790 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: Union Pacific Rail Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.048,  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: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B3272,  Location: 3.56 MI E OKLAHOMA ST LIN (Lat: 35.462650,  Lng: -94.385511),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 14.11m (46.29ft),  Average Daily Traffic: 10,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,286 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Lee Creek-Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.728,  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,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: B3273,  Location: JCT I 40 & SH 59 (Lat: 35.462594,  Lng: -94.356964),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 10,085 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 21,339 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SH 59-SEC 5-Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.464,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: B3451,  Location: 1.72 MI E JCT SH 59 (Lat: 35.457353,  Lng: -94.327483),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 15,500 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 21,339 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Rudy Rd, SLSF RR,Pointer
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.232,  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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: B3454,  Location: 0.13 MI E JCT I-540 (Lat: 35.455369,  Lng: -94.318289),  Route carried "on" structure: Interstate 40,  Year Built: 1965,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 19,000 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 24,573 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Flat Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.117,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: B3956,  Location: 1.37 MI N SEBASTIAN CO LN (Lat: 35.432250,  Lng: -94.327719),  Route carried "on" structure: Interstate 540,  Year Built: 1968,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 26,000 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 28,453 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Flat Rock Cr. -Craw. Co
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.761,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B3957,  Location: 1.98 MI N SEBASTIAN CO LN (Lat: 35.435986,  Lng: -94.320147),  Route carried "on" structure: Interstate 540,  Year Built: 1968,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 28,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: State Highway 162
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.581,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: B3959,  Location: JCT. HWY 64,71 & I540 (Lat: 35.446881,  Lng: -94.320600),  Route carried "on" structure: US 64,  Year Built: 1967,  Status: Open,  Structure Length: 10.64m (34.91ft),  Average Daily Traffic: 5,440 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,933 (year 2028),  Design Load: HS 20,  Features Intersected: Interstate 540-Crawford
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.718,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.64m (34.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Other Special Inspection Date: September 2020,  Total Project Cost: $165,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B6881,  Location: 0.98 Mi S0. of I-40 (Lat: 35.439928,  Lng: -94.319297),  Route carried "on" structure: Interstate 540,  Year Built: 2014,  Status: Open,  Structure Length: 14.78m (48.49ft),  Average Daily Traffic: 8,000 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 23,790 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: Union Pacific Rail Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.048,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: M1065,  Location: 0.3 MI NORTH OF I-40 (Lat: 35.467494,  Lng: -94.356358),  Route carried "on" structure: State highway 59,  Year Built: 1947,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 23,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,453 (year 2028),  Features Intersected: Creek-Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.920,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: M1066,  Location: 0.06 M S OF I-40 (Lat: 35.461197,  Lng: -94.356539),  Route carried "on" structure: State highway 59,  Year Built: 1947,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 22,208 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,626 (year 2028),  Features Intersected: Creek-Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.610,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: X0061,  Location: 0.1 MI SE JCT I-540 & 59 (Lat: 35.424931,  Lng: -94.340739),  Route carried "on" structure: Ramp Interstate 540,  Year Built: 1968,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10,253 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,750 (year 2032),  Features Intersected: Town Ditch-Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.179,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: X0062,  Location: 0.1 Mi NE Jct I540 & 59 (Lat: 35.426528,  Lng: -94.343556),  Route carried "on" structure: Ramp Interstate 540,  Year Built: 1968,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,400 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,750 (year 2028),  Features Intersected: Town Ditch-Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.179,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: X0064,  Location: 0.1 Mi N. I540 & 59 (Lat: 35.426028,  Lng: -94.342750),  Route carried "on" structure: Interstate 540,  Year Built: 1966,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 51,984 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,252 (year 2028),  Design Load: H 20,  Features Intersected: Town Ditch-Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.179,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: X0211,  Location: 5.2 MI E OKLA ST LN (Lat: 35.463611,  Lng: -94.356800),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,733 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,500 (year 2028),  Design Load: H 20,  Features Intersected: Creek-Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.447,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: X0212,  Location: 5.2 MI E OKLA ST LN (Lat: 35.462031,  Lng: -94.356800),  Route carried "on" structure: Ramp Interstate 40,  Year Built: 1965,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 15 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,500 (year 2028),  Design Load: H 20,  Features Intersected: Creek-Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.447,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: X0388,  Location: 0.5 MI SO JCT I-540 (Lat: 35.419908,  Lng: -94.336589),  Route carried "on" structure: State highway 59,  Year Built: 1979,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 6,365 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,760 (year 2028),  Features Intersected: Town Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: X0389,  Location: 2.4 MI SO JCT I-540 (Lat: 35.394731,  Lng: -94.330408),  Route carried "on" structure: State highway 59,  Year Built: 1979,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 7,269 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,337 (year 2028),  Design Load: H 20,  Features Intersected: Town Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.456,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 34.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: X1624,  Location: 0.1 Mi W Jct Hwy 64 & 162 (Lat: 35.436553,  Lng: -94.339142),  Route carried "on" structure: US 64,  Year Built: 2021,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 25,866 (year 2028),  Design Load: HL 93,  Features Intersected: Town Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 1802,  Location: Van Buren (Lat: 35.431625,  Lng: -94.356475),  Route carried "under" structure: City street 64450,  Structure Length: 0. m,  Average Daily Traffic: 204 (year 1990),  Truck Traffic: 1%,  Features Intersected: 1st Street,  Facility Carried by Structure: Jefferson St-Craw.
Minimum Vertical Clearance: 4.03m (13.22ft),  Kilometerpoint: 0.274,  Length of Maximum Span: 0.0m

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Structure Number: 1802,  Location: Van Buren (Lat: 35.431625,  Lng: -94.356475),  Route carried "under" structure: City street 64470,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 1%,  Features Intersected: 3rd Street,  Facility Carried by Structure: Jefferson St-Craw.
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 0.097,  Length of Maximum Span: 0.0m

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Structure Number: 345,  Location: 6.12 MI E OKLAHOMA ST LN (Lat: 35.460800,  Lng: -94.341931),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 11,  Facility Carried by Structure: N 16th St.
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 9.848,  Length of Maximum Span: 0.0m

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Structure Number: 345,  Location: 6.12 MI E OKLAHOMA ST LN (Lat: 35.460800,  Lng: -94.341931),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 11,  Facility Carried by Structure: N 16th St.
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 9.848,  Length of Maximum Span: 0.0m

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Structure Number: 3452,  Location: @ INTERCH I 40 & I 540 (Lat: 35.455011,  Lng: -94.321039),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 11
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 11.874,  Length of Maximum Span: 0.0m

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Structure Number: 3452,  Location: @ INTERCH I 40 & I 540 (Lat: 35.455011,  Lng: -94.321039),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 11
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 11.874,  Length of Maximum Span: 0.0m

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Structure Number: 3453,  Location: 0.6 MI N US 64 (Lat: 35.454989,  Lng: -94.320661),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 11
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 11.908,  Length of Maximum Span: 0.0m

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Structure Number: 3453,  Location: 0.6 MI N US 64 (Lat: 35.454989,  Lng: -94.320661),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 11
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 11.908,  Length of Maximum Span: 0.0m

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Structure Number: 3457,  Location: 0.35 MI N US 64 (Lat: 35.456269,  Lng: -94.310519),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 11,  Facility Carried by Structure: SH 282-SEC 1
Minimum Vertical Clearance: 4.96m (16.27ft),  Kilometerpoint: 12.823,  Length of Maximum Span: 0.0m

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Structure Number: 3457,  Location: 0.35 MI N US 64 (Lat: 35.456269,  Lng: -94.310519),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 11,  Facility Carried by Structure: SH 282-SEC 1
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 12.823,  Length of Maximum Span: 0.0m

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Structure Number: 38,  Location: @ JCT SH 60 & I 40 (Lat: 35.462050,  Lng: -94.288031),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 11,  Facility Carried by Structure: State Highway 60
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 14.980,  Length of Maximum Span: 0.0m

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Structure Number: 38,  Location: @ JCT SH 60 & I 40 (Lat: 35.462050,  Lng: -94.288031),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 17,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 40-SEC 11,  Facility Carried by Structure: State Highway 60
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 14.980,  Length of Maximum Span: 0.0m

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Structure Number: 3977,  Location: 1.36 MI N SEB CO LN (Lat: 35.431569,  Lng: -94.329031),  Route carried "under" structure: Interstate 540,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 540-SEC 2,  Facility Carried by Structure: S 28th Street
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 20.611,  Length of Maximum Span: 0.0m

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Structure Number: 3977,  Location: 1.36 MI N SEB CO LN (Lat: 35.431569,  Lng: -94.329031),  Route carried "under" structure: Interstate 540,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 540-SEC 2,  Facility Carried by Structure: S 28th Street
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 20.611,  Length of Maximum Span: 0.0m

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Structure Number: 6969,  Location: 3.14 Mi. E. of OK Line (Lat: 35.459028,  Lng: -94.392028),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2014),  Truck Traffic: 12%,  Features Intersected: I 40 - Section 11,  Facility Carried by Structure: Lee Creek Rd.
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 5.053,  Length of Maximum Span: 0.0m

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Structure Number: 6969,  Location: 3.14 Mi. E. of OK Line (Lat: 35.459028,  Lng: -94.392028),  Route carried "under" structure: Interstate 40,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2014),  Truck Traffic: 12%,  Features Intersected: I 40 - Section 11,  Facility Carried by Structure: Lee Creek Rd.
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 5.053,  Length of Maximum Span: 0.0m

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Structure Number: 19091,  Location: 0.07MI SO OF KNOX ST (Lat: 35.436389,  Lng: -94.354694),  Route carried "under" structure: City street 64530,  Structure Length: 0. m,  Average Daily Traffic: 123 (year 1983),  Truck Traffic: 1%,  Features Intersected: 6th Street,  Facility Carried by Structure: Frisco RR-Crawford
Minimum Vertical Clearance: 3.09m (10.14ft),  Kilometerpoint: 0.113,  Length of Maximum Span: 0.0m

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Structure Number: 19092,  Location: 0.03MI SO OF KNOX ST (Lat: 35.436581,  Lng: -94.353781),  Route carried "under" structure: City street 64550,  Structure Length: 0. m,  Average Daily Traffic: 103 (year 1983),  Truck Traffic: 1%,  Features Intersected: 7th Street,  Facility Carried by Structure: Frisco RR
Minimum Vertical Clearance: 3.24m (10.63ft),  Kilometerpoint: 0.016,  Length of Maximum Span: 0.0m

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Structure Number: A3273,  Location: JCT SH 59 & I-40 (Lat: 35.463050,  Lng: -94.356950),  Route carried "under" structure: State highway 59,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: SH 59-SEC 5,  Facility Carried by Structure: I 40-SEC 11, WB LN
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 40.449,  Length of Maximum Span: 0.0m

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Structure Number: A3451,  Location: 1.72 MI E INT 59 & I 40 (Lat: 35.457592,  Lng: -94.327400),  Route carried "under" structure: City street 50350,  Structure Length: 0. m,  Average Daily Traffic: 180 (year 1983),  Truck Traffic: 1%,  Features Intersected: Rudy Rd,  Facility Carried by Structure: I-40-SEC 11, WB LN
Minimum Vertical Clearance: 7.18m (23.56ft),  Kilometerpoint: 0.998,  Length of Maximum Span: 0.0m

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Structure Number: A3451,  Location: 1.72 MI E INT 59 & I 40 (Lat: 35.457592,  Lng: -94.327400),  Route carried "under" structure: City street 46030,  Structure Length: 0. m,  Average Daily Traffic: 896 (year 1983),  Truck Traffic: 1%,  Features Intersected: Pointer Trail,  Facility Carried by Structure: I-40-SEC 11, WB LN
Minimum Vertical Clearance: 6.62m (21.72ft),  Kilometerpoint: 0.097,  Length of Maximum Span: 0.0m

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Structure Number: A3957,  Location: JCT I-540 & SH 162 (Lat: 35.436000,  Lng: -94.320778),  Route carried "under" structure: State highway 162,  Structure Length: 0. m,  Average Daily Traffic: 9,200 (year 2014),  Truck Traffic: 1%,  Features Intersected: SH 162-Sec. 1,  Facility Carried by Structure: I 540 SB-Crawford
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 1.658,  Length of Maximum Span: 0.0m

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Structure Number: A3959,  Location: JCT. HWY 64,71 & 540 (Lat: 35.447119,  Lng: -94.320631),  Route carried "under" structure: Interstate 540,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 540-SEC 2,  Facility Carried by Structure: US 64-SEC 2, WB LN
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 22.885,  Length of Maximum Span: 0.0m

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Structure Number: A3959,  Location: JCT. HWY 64,71 & 540 (Lat: 35.447119,  Lng: -94.320631),  Route carried "under" structure: Interstate 540,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: I 540-SEC 2,  Facility Carried by Structure: US 64-SEC 2, WB LN
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 22.885,  Length of Maximum Span: 0.0m

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Structure Number: B3273,  Location: JCT I 40 & SH 59 (Lat: 35.462594,  Lng: -94.356964),  Route carried "under" structure: State highway 59,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: SH 59-SEC 5,  Facility Carried by Structure: I 40-SEC 11, EB LN
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 40.449,  Length of Maximum Span: 0.0m

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Structure Number: B3451,  Location: 1.72 MI E JCT SH 59 (Lat: 35.457353,  Lng: -94.327483),  Route carried "under" structure: City street 46030,  Structure Length: 0. m,  Average Daily Traffic: 896 (year 1983),  Truck Traffic: 1%,  Features Intersected: Pointer Trail,  Facility Carried by Structure: I 40-SEC 11, EB LN
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 0.113,  Length of Maximum Span: 0.0m

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Structure Number: B3451,  Location: 1.72 MI E JCT SH 59 (Lat: 35.457353,  Lng: -94.327483),  Route carried "under" structure: City street 50350,  Structure Length: 0. m,  Average Daily Traffic: 180 (year 1983),  Truck Traffic: 1%,  Features Intersected: Rudy Road,  Facility Carried by Structure: I 40-SEC 11, EB LN
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 1.014,  Length of Maximum Span: 0.0m

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Structure Number: B3957,  Location: 1.98 MI N SEBASTIAN CO LN (Lat: 35.435986,  Lng: -94.320147),  Route carried "under" structure: State highway 162,  Structure Length: 0. m,  Average Daily Traffic: 9,200 (year 2014),  Truck Traffic: 1%,  Features Intersected: S.H. 162 - Sec. 2,  Facility Carried by Structure: I 540 NB-Crawford
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 1.642,  Length of Maximum Span: 0.0m

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Structure Number: B3959,  Location: JCT. HWY 64,71 & I540 (Lat: 35.446881,  Lng: -94.320600),  Route carried "under" structure: Interstate 540,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: Interstate 540,  Facility Carried by Structure: U.S. Highway 64 EB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 22.885,  Length of Maximum Span: 0.0m

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Structure Number: B3959,  Location: JCT. HWY 64,71 & I540 (Lat: 35.446881,  Lng: -94.320600),  Route carried "under" structure: Interstate 540,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2013),  Truck Traffic: 1%,  Features Intersected: Interstate 540,  Facility Carried by Structure: U.S. Highway 64 EB
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 22.885,  Length of Maximum Span: 0.0m