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

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Structure Number: 4375,  Location: 10.5 MI E SH 220 (Lat: 35.680497,  Lng: -94.178992),  Route carried "on" structure: County highway 29,  Year Built: 1979,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 750 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 432 (year 2007),  Design Load: H 15,  Features Intersected: Clear Creek-Crawford Co.,  Facility Carried by Structure: Old 12 Crossroads
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 4555,  Location: 10.2 MI E SH 220 (Lat: 35.680803,  Lng: -94.183839),  Route carried "on" structure: County highway 29,  Year Built: 1986,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,094 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 230 (year 2007),  Design Load: HS 20,  Features Intersected: McCaslin Branch,  Facility Carried by Structure: Old 12 Crossroads
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 17882,  Location: 7 MI EAST SH 220 (Lat: 35.684206,  Lng: -94.236942),  Route carried "on" structure: County highway 29,  Year Built: 1942,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,094 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 36 (year 2007),  Features Intersected: Wilson Branch-Crawford,  Facility Carried by Structure: Old 12 Crossroads
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.390,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18636,  Location: 2.09 MI W HWY 71 (Lat: 35.726461,  Lng: -94.169308),  Route carried "on" structure: County highway 441,  Year Built: 1942,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 135 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 32 (year 2007),  Features Intersected: Clear Creek-Crawford Co.,  Facility Carried by Structure: Schaberg Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.927,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Roadway Improvement Cost: $109,000,  Total Project Cost: $212,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21185,  Location: 7.7 MI E SH 220 (Lat: 35.681644,  Lng: -94.223975),  Route carried "on" structure: County highway 29,  Year Built: 1992,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,094 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 220 (year 2010),  Design Load: H 20,  Features Intersected: Wilson Branch-Crawford,  Facility Carried by Structure: Old 12 Crossroads
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

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 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: March 2020

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Structure Number: 21186,  Location: 8.6 MI E SH 220 (Lat: 35.681358,  Lng: -94.209997),  Route carried "on" structure: County highway 29,  Year Built: 1992,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,094 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 220 (year 2010),  Design Load: H 20,  Features Intersected: McCaslin Branch Trib.,  Facility Carried by Structure: Old 12 Crossroads
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.895,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.6 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: 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

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Structure Number: 23329,  Location: 0.34 FROM HWY 400 SEC 1 (Lat: 35.697331,  Lng: -94.123997),  Route carried "on" structure: State highway 600,  Year Built: 2009,  Status: Open,  Structure Length: 2.69m (8.83ft),  Average Daily Traffic: 85 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 140 (year 2029),  Features Intersected: Gossage Cr.-Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: A6508,  Location: 5.4 MI N OF DOLLARD RD (Lat: 35.669061,  Lng: -94.165569),  Route carried "on" structure: Interstate 49,  Year Built: 1996,  Status: Open,  Structure Length: 26.49m (86.91ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,700 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SH 282/A&M RR/CLEAR CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.961,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable 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: January 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: A6605,  Location: 2.0 MI N SH 282 (Lat: 35.692289,  Lng: -94.182411),  Route carried "on" structure: Interstate 49,  Year Built: 1997,  Status: Open,  Structure Length: 40.75m (133.69ft),  Average Daily Traffic: 8,500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,993 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Wylie Ravine-Crawford Co
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.244,  Lanes on structure: 2,  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: 10,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: 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: July 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: A6606,  Location: 3.4 MI N OF JCT 282 (Lat: 35.708269,  Lng: -94.198589),  Route carried "on" structure: Interstate 49,  Year Built: 1997,  Status: Open,  Structure Length: 62.48m (204.99ft),  Average Daily Traffic: 18,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,993 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Clear Creek & A&M RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.674,  Lanes on structure: 2,  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: 16,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable 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: July 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: A6607,  Location: 2.4 MI SOUTH OF TUNNEL (Lat: 35.731869,  Lng: -94.198750),  Route carried "on" structure: Interstate 49,  Year Built: 1997,  Status: Open,  Structure Length: 46.09m (151.21ft),  Average Daily Traffic: 15,500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,993 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Bohac Ravine-Crawford Co
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.233,  Lanes on structure: 2,  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: 10,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

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: Better than 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: May 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: B6508,  Location: 5.4 MI N OF DOLLARD RD (Lat: 35.668756,  Lng: -94.165233),  Route carried "on" structure: Interstate 49,  Year Built: 1996,  Status: Open,  Structure Length: 27.28m (89.50ft),  Average Daily Traffic: 11,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,700 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SH 282/A&M RR/CLEAR CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.961,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: January 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: B6605,  Location: 2.0 MI N SH 282 (Lat: 35.692819,  Lng: -94.181967),  Route carried "on" structure: Interstate 49,  Year Built: 1997,  Status: Open,  Structure Length: 44.71m (146.69ft),  Average Daily Traffic: 8,500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,993 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Wylie Ravine-Crawford Co
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.244,  Lanes on structure: 2,  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: 11,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: 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: July 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: B6606,  Location: 3.4 MI N OF JCT 282 (Lat: 35.709406,  Lng: -94.198139),  Route carried "on" structure: Interstate 49,  Year Built: 1997,  Status: Open,  Structure Length: 55.53m (182.19ft),  Average Daily Traffic: 18,000 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,993 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Clear Creek & A&M RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.674,  Lanes on structure: 2,  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: 13,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable 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: July 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: B6607,  Location: 2.4 MI. S. OF TUNNEL (Lat: 35.731808,  Lng: -94.197975),  Route carried "on" structure: Interstate 49,  Year Built: 1997,  Status: Open,  Structure Length: 46.09m (151.21ft),  Average Daily Traffic: 15,500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,993 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Bohac Ravine-Crawford Co
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.233,  Lanes on structure: 2,  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: 10,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than 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: May 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: M2676,  Location: 1.23 MI NW JCT US 71/282 (Lat: 35.673950,  Lng: -94.168669),  Route carried "on" structure: State highway 282,  Year Built: 1960,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,151 (year 2028),  Design Load: H 15,  Features Intersected: Creek-Crawford County
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Roadway Improvement Cost: $109,000,  Total Project Cost: $228,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: A6508,  Location: 5.4 MI N OF DOLLARD RD (Lat: 35.669061,  Lng: -94.165569),  Route carried "under" structure: State highway 282,  Structure Length: 0. m,  Average Daily Traffic: 890 (year 2014),  Truck Traffic: 1%,  Features Intersected: SH 282/A&M RR/CLEAR CRK,  Facility Carried by Structure: I 49 SB-Crawford
Minimum Vertical Clearance: 5.86m (19.23ft),  Kilometerpoint: 1.271,  Length of Maximum Span: 0.0m

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Structure Number: B6508,  Location: 5.4 MI N OF DOLLARD RD (Lat: 35.668756,  Lng: -94.165233),  Route carried "under" structure: State highway 282,  Structure Length: 0. m,  Average Daily Traffic: 890 (year 2014),  Truck Traffic: 1%,  Features Intersected: SH 282/A&M RR/CLEAR CRK,  Facility Carried by Structure: I 49 NB-Crawford
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 1.368,  Length of Maximum Span: 0.0m