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

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Structure Number: 23857,  Location: 0.4 MI S of I-49 (Lat: 36.291719,  Lng: -94.171700),  Route carried "on" structure: City street 4340,  Year Built: 2016,  Status: Open,  Structure Length: 5.62m (18.44ft),  Average Daily Traffic: 5,380 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,500 (year 2026),  Design Load: HL 93,  Features Intersected: OSAGE CREEK,  Facility Carried by Structure: Bellview Rd., Rgrs
Minimum Vertical Clearance: 30.44m (99.87ft),  Kilometerpoint: 2.350,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.0m (42.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 239,  Location: 1 Mi E. of A&M RR Tracks (Lat: 36.331958,  Lng: -94.103897),  Route carried "on" structure: City street 60540,  Year Built: 2016,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 2,900 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 454 (year 2007),  Design Load: HL 93,  Features Intersected: S. Frk of Prairie Creek,  Facility Carried by Structure: E.Walnut St-Rogers
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.304,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: December 2020

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Structure Number: 23901,  Location: SO. OF LAKE ATALANTA (Lat: 36.334047,  Lng: -94.103369),  Route carried "on" structure: City street 31793,  Year Built: 2016,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 167 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 236 (year 2007),  Design Load: HS 20,  Features Intersected: So. Frk of Prairie Creek,  Facility Carried by Structure: Lake Atalanta Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: December 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 2403,  Location: 0.31 mi E of Hwy 112 (Lat: 36.293381,  Lng: -94.222869),  Route carried "on" structure: City street 45848,  Year Built: 2017,  Status: Not yet open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,400 (year 2040),  Design Load: HS 20,  Features Intersected: Osage Creek,  Facility Carried by Structure: Pleasant Grove Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: 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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 24031,  Location: 0.31 mi E of Hwy 112 (Lat: 36.293631,  Lng: -94.222869),  Route carried "on" structure: City street 45848,  Year Built: 2019,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 3,400 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,080 (year 2040),  Design Load: HL 93,  Features Intersected: Osage Creek,  Facility Carried by Structure: Pleasant Grove Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 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 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: September 2021,  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: A5956,  Location: 2.79 MI N SH 264 (Lat: 36.292069,  Lng: -94.163158),  Route carried "on" structure: Interstate 49,  Year Built: 1982,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 39,500 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 57,500 (year 2033),  Design Load: HS 20,  Features Intersected: OSAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.938,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A5958,  Location: 3.69 MI N SH 264 (Lat: 36.298689,  Lng: -94.176478),  Route carried "on" structure: Interstate 49,  Year Built: 1982,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 39,500 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 57,500 (year 2033),  Design Load: HS 20,  Features Intersected: OSAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.371,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: A596,  Location: 4.97 MI N SH 264 (Lat: 36.314631,  Lng: -94.185269),  Route carried "on" structure: Interstate 49,  Year Built: 1982,  Status: Open,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 25,500 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 57,500 (year 2033),  Design Load: HS 20,  Features Intersected: New Hope Rd/ Osage Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.447,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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,  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: A5979,  Location: 11.64 MI N WASH CO LINE (Lat: 36.356131,  Lng: -94.178400),  Route carried "on" structure: Interstate 49,  Year Built: 1987,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 34,500 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,000 (year 2033),  Design Load: HS 20,  Features Intersected: US 62-SEC 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.130,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: High priority of replacement,  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: October 2021,  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: B5956,  Location: 2.79 MI N SH 264 (Lat: 36.292108,  Lng: -94.162850),  Route carried "on" structure: Interstate 49,  Year Built: 1982,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 39,500 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 57,500 (year 2033),  Design Load: HS 20,  Features Intersected: OSAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 129.938,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B5958,  Location: 3.69 MI N SH 264 (Lat: 36.298989,  Lng: -94.176597),  Route carried "on" structure: Interstate 49,  Year Built: 1982,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 39,500 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 57,500 (year 2033),  Design Load: HS 20,  Features Intersected: OSAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.371,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B596,  Location: 4.97 MI N SH 264 (Lat: 36.314489,  Lng: -94.185000),  Route carried "on" structure: Interstate 49,  Year Built: 1982,  Status: Open,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 25,500 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 57,500 (year 2033),  Design Load: HS 20,  Features Intersected: New Hope Rd/Osage Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.447,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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,  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: B5979,  Location: 11.64 MI N WASH CO LINE (Lat: 36.356131,  Lng: -94.178111),  Route carried "on" structure: Interstate 49,  Year Built: 1987,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 34,500 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 36,000 (year 2033),  Design Load: HS 20,  Features Intersected: US 62-SEC 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.130,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: High priority of replacement,  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: October 2021,  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: M036,  Location: 1.91 MI E JCT US 62 (Lat: 36.344050,  Lng: -94.089119),  Route carried "on" structure: State highway 12,  Year Built: 1964,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 13,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,334 (year 2028),  Design Load: H 15,  Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.973,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: 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: 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: Febuary 2022

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Structure Number: M0361,  Location: 2.03 MI E JCT OF US 62 (Lat: 36.343981,  Lng: -94.087050),  Route carried "on" structure: State highway 12,  Year Built: 1964,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 13,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,334 (year 2028),  Design Load: H 15,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.134,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 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: Febuary 2022

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Structure Number: M1386,  Location: 3.75 MI N JCT SH 264-US71 (Lat: 36.309014,  Lng: -94.126403),  Route carried "on" structure: Business US 71,  Year Built: 1930,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 25,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 29,616 (year 2028),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.088,  Lanes on structure: 5,  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)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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

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Structure Number: M1681,  Location: 2.5 MI N JCT SH 62 & 94 (Lat: 36.395350,  Lng: -94.118139),  Route carried "on" structure: State highway 94,  Year Built: 1948,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,600 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,475 (year 2028),  Design Load: H 15,  Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.820,  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: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  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,  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: May 2020

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Structure Number: X0277,  Location: .2 MI E JCT 71B & SH94 (Lat: 36.311578,  Lng: -94.122847),  Route carried "on" structure: State highway 94,  Year Built: 1975,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 17,816 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,565 (year 2028),  Design Load: H 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.954,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Good,  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 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2018

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Structure Number: X0394,  Location: .41 MI NO JCT 71B & 94 (Lat: 36.339492,  Lng: -94.125592),  Route carried "on" structure: State highway 94,  Year Built: 1980,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 18,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,796 (year 2028),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Good,  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 48 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2018

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Structure Number: X0412,  Location: 1.5 MI N JCT 71B & 94 (Lat: 36.354578,  Lng: -94.124828),  Route carried "on" structure: State highway 94,  Year Built: 1980,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 18,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,796 (year 2028),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.350,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: May 2018

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Structure Number: X0467,  Location: .48 MI N US 71B (Lat: 36.340736,  Lng: -94.134519),  Route carried "on" structure: City street 64650,  Year Built: 1982,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,200 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 291 (year 2007),  Design Load: H 20,  Features Intersected: OSAGE CREEK,  Facility Carried by Structure: Rogers. N 13TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 30.8 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 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 2021

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Structure Number: X0511,  Location: 4 MI N SH 264 (Lat: 36.301561,  Lng: -94.180689),  Route carried "on" structure: Interstate 49,  Year Built: 1982,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 81,099 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 115,000 (year 2033),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 131.902,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  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: 37.2 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: 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: April 2020

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Structure Number: X0512,  Location: 2.4 MI E SH 112 (Lat: 36.316739,  Lng: -94.186500),  Route carried "on" structure: ServiceInterstate 49,  Year Built: 1982,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 27,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,000 (year 2028),  Design Load: H 20,  Features Intersected: OSAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.688,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  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 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: May 2020

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Structure Number: X0513,  Location: 5.24 MI N SH 264 (Lat: 36.318531,  Lng: -94.184861),  Route carried "on" structure: Interstate 49,  Year Built: 1982,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 82,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 127,300 (year 2038),  Design Load: H 20,  Features Intersected: OSAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 133.881,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: April 2020

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Structure Number: X0725,  Location: .75 MI N JCT 71B & 49 (Lat: 36.345781,  Lng: -94.180289),  Route carried "on" structure: Interstate 49,  Year Built: 1989,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 69,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 107,100 (year 2038),  Design Load: H 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 136.987,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: August 2021

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Structure Number: X0726,  Location: 0.09 MI W I-49 (Lat: 36.342319,  Lng: -94.183539),  Route carried "on" structure: City street 64800,  Year Built: 1986,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 29,683 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,200 (year 2034),  Design Load: H 20,  Features Intersected: DITCH,  Facility Carried by Structure: 28th St Bn1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Very good,  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: March 2021

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Structure Number: X0727,  Location: 0.09 Mi W Jct I-49 (Lat: 36.342311,  Lng: -94.183289),  Route carried "on" structure: City street 64800,  Year Built: 1986,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 29,683 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,200 (year 2034),  Design Load: HS 20,  Features Intersected: DITCH,  Facility Carried by Structure: 28th St Benton1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Very good,  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: March 2021

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Structure Number: X0838,  Location: 0.4 MI N US 71B (Lat: 36.339222,  Lng: -94.157369),  Route carried "on" structure: City street 58753,  Year Built: 1992,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 2,004 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 131 (year 2012),  Design Load: H 20,  Features Intersected: OSAGE CREEK,  Facility Carried by Structure: RogersTRTLE CRK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 39.9 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: Equal to present minimum criteria,  Waterway Adequacy: Superior 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: Febuary 2021

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Structure Number: X0839,  Location: 0.4 MI NO US 71B (Lat: 36.339750,  Lng: -94.157878),  Route carried "on" structure: City street 13655,  Year Built: 1992,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 89 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 131 (year 2007),  Design Load: H 20,  Features Intersected: OSAGE CREEK,  Facility Carried by Structure: Rogers CRKWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior 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: Febuary 2021

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Structure Number: X1022,  Location: 2.75 MI E JCT 71B &SH12 (Lat: 36.334478,  Lng: -94.161600),  Route carried "on" structure: Business US 71,  Year Built: 1999,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 29,000 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,078 (year 2028),  Design Load: H 20,  Features Intersected: OSAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.027,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.9 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: July 2020

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Structure Number: X1143,  Location: 0.5 MI E 540 (Lat: 36.313911,  Lng: -94.178111),  Route carried "on" structure: City street 40810,  Year Built: 2005,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 61,445 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,334 (year 2027),  Design Load: H 20,  Features Intersected: DITCH,  Facility Carried by Structure: RogersNewHope Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.989,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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

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Structure Number: X1522,  Location: 1.0 MI W MONTE NE (Lat: 36.295658,  Lng: -94.085339),  Route carried "on" structure: State highway 94,  Year Built: 2018,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 30 (year 2038),  Features Intersected: DITCH (side drain)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.178,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 5.1m (16.7ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5957,  Location: 3.35 MI N SH 264 (Lat: 36.296889,  Lng: -94.171561),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 39,500 (year 2014),  Truck Traffic: 12%,  Features Intersected: I-49,  Facility Carried by Structure: BellVuRD. Benton 1
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 130.936,  Length of Maximum Span: 0.0m

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Structure Number: 5957,  Location: 3.35 MI N SH 264 (Lat: 36.296889,  Lng: -94.171561),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 39,500 (year 2014),  Truck Traffic: 12%,  Features Intersected: I-49,  Facility Carried by Structure: BellVuRD. Benton 1
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 130.936,  Length of Maximum Span: 0.0m

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Structure Number: 5978,  Location: .50 MI N JCT 71B & 49 (Lat: 36.342269,  Lng: -94.181889),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2014),  Truck Traffic: 11%,  Features Intersected: I 49,  Facility Carried by Structure: OLIVE ST Benton 1
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 136.569,  Length of Maximum Span: 0.0m

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Structure Number: 5978,  Location: .50 MI N JCT 71B & 49 (Lat: 36.342269,  Lng: -94.181889),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2014),  Truck Traffic: 11%,  Features Intersected: I 49,  Facility Carried by Structure: OLIVE ST Benton 1
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 136.569,  Length of Maximum Span: 0.0m

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Structure Number: 5981,  Location: 2.6 MI N JCT I-49&71B (Lat: 36.370811,  Lng: -94.170550),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 2014),  Truck Traffic: 11%,  Features Intersected: I-49,  Facility Carried by Structure: B.fieldRd Benton 1
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 139.949,  Length of Maximum Span: 0.0m

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Structure Number: 5981,  Location: 2.6 MI N JCT I-49&71B (Lat: 36.370811,  Lng: -94.170550),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 24,500 (year 2014),  Truck Traffic: 11%,  Features Intersected: I-49,  Facility Carried by Structure: B.fieldRd Benton 1
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 139.949,  Length of Maximum Span: 0.0m

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Structure Number: 7071,  Location: 3.82 MI N SH 264 (Lat: 36.299881,  Lng: -94.179431),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 39,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 49/ BLOSSOM WAY,  Facility Carried by Structure: Promenade Benton 1
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 131.644,  Length of Maximum Span: 0.0m

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Structure Number: 7071,  Location: 3.82 MI N SH 264 (Lat: 36.299881,  Lng: -94.179431),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 39,500 (year 2014),  Truck Traffic: 1%,  Features Intersected: I 49/ BLOSSOM WAY,  Facility Carried by Structure: Promenade Benton 1
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 131.644,  Length of Maximum Span: 0.0m

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Structure Number: 737,  Location: 0.54 MI N JCT I-49&HWY102 (Lat: 36.363769,  Lng: -94.176228),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2014),  Features Intersected: I-49 SB Lanes,  Facility Carried by Structure: 8th St.
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 138.999,  Length of Maximum Span: 0.0m

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Structure Number: 737,  Location: 0.54 MI N JCT I-49&HWY102 (Lat: 36.363769,  Lng: -94.176228),  Route carried "under" structure: Interstate 49,  Structure Length: 0. m,  Average Daily Traffic: 27,500 (year 2014),  Features Intersected: I-49 NB Lanes,  Facility Carried by Structure: 8th St.
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 138.999,  Length of Maximum Span: 0.0m

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Structure Number: 7405,  Location: 10.14 MI N WASH CO LINE (Lat: 36.334789,  Lng: -94.183400),  Route carried "under" structure: Business US 71,  Structure Length: 0. m,  Average Daily Traffic: 32,000 (year 2014),  Features Intersected: US 71-SEC 18B,  Facility Carried by Structure: I-49 NBLN Benton 1
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 18.990,  Length of Maximum Span: 0.0m

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Structure Number: A596,  Location: 4.97 MI N SH 264 (Lat: 36.314631,  Lng: -94.185269),  Route carried "under" structure: City street 40810,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2008),  Truck Traffic: 1%,  Features Intersected: New Hope Rd/ Osage Creek,  Facility Carried by Structure: I 49 SB Benton 1
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 5.327,  Length of Maximum Span: 0.0m

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Structure Number: A596,  Location: 4.97 MI N SH 264 (Lat: 36.314631,  Lng: -94.185269),  Route carried "under" structure: City street 40810,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2008),  Truck Traffic: 1%,  Features Intersected: New Hope Rd/ Osage Creek,  Facility Carried by Structure: I 49 SB Benton 1
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 5.327,  Length of Maximum Span: 0.0m

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Structure Number: A5979,  Location: 11.64 MI N WASH CO LINE (Lat: 36.356131,  Lng: -94.178400),  Route carried "under" structure: US 62,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 62-SEC 2,  Facility Carried by Structure: I49 SBLN Benton 1
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 0.080,  Length of Maximum Span: 0.0m

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Structure Number: B596,  Location: 4.97 MI N SH 264 (Lat: 36.314489,  Lng: -94.185000),  Route carried "under" structure: City street 40810,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2008),  Truck Traffic: 1%,  Features Intersected: New Hope Rd/Osage Creek,  Facility Carried by Structure: I 49 NB Benton 1
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 5.295,  Length of Maximum Span: 0.0m

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Structure Number: B596,  Location: 4.97 MI N SH 264 (Lat: 36.314489,  Lng: -94.185000),  Route carried "under" structure: City street 40810,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2008),  Truck Traffic: 1%,  Features Intersected: New Hope Rd/Osage Creek,  Facility Carried by Structure: I 49 NB Benton 1
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 5.295,  Length of Maximum Span: 0.0m

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Structure Number: B5979,  Location: 11.64 MI N WASH CO LINE (Lat: 36.356131,  Lng: -94.178111),  Route carried "under" structure: US 62,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2014),  Truck Traffic: 1%,  Features Intersected: US 62-SEC 2,  Facility Carried by Structure: I49 NBLN Benton 1
Minimum Vertical Clearance: 5.57m (18.27ft),  Kilometerpoint: 0.097,  Length of Maximum Span: 0.0m