Bridge Statistics for Knoxville, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 259ft / 78.9mTotal length
- $4,337,000Total costs
- 83,320Total average daily traffic
- 19,151Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Knoxville
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 71960-1969
- Bridge Condition - Deck
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 37.5%Good
- 37.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 62.5%Good
- 37.5%Satisfactory
- Bridge Condition - Channel
- 80.0%Good
- 20.0%Satisfactory
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Structure Number: 2902, Location: .10 MI S JCT SH 37 & 18 (Lat: 35.647447, Lng: -91.055878), Route carried "on" structure: State highway 37, Year Built: 1954, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 349 (year 2028), Design Load: H 15, Features Intersected: CACHE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.202, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 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: Somewhat better than minimum adequacy, 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2902, Location: .10 MI S JCT SH 37 & 18 (Lat: 35.647447, Lng: -91.055878), Route carried "on" structure: State highway 37, Year Built: 1954, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 230 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 349 (year 2028), Design Load: H 15, Features Intersected: CACHE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.202, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 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: Somewhat better than minimum adequacy, 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3642, Location: 1.94 Mi NW of Pope Co (Lat: 35.345239, Lng: -93.329483), Route carried "on" structure: US 64, Year Built: 1964, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,274 (year 2028), Design Load: HS 20, Features Intersected: Big Piney Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.691, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3642, Location: 1.94 Mi NW of Pope Co (Lat: 35.345239, Lng: -93.329483), Route carried "on" structure: US 64, Year Built: 1964, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,274 (year 2028), Design Load: HS 20, Features Intersected: Big Piney Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.691, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3779, Location: .45 M E Jct US 64 (Lat: 35.383539, Lng: -93.356631), Route carried "on" structure: State highway 315, Year Built: 1965, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,007 (year 2028), Design Load: H 15, Features Intersected: I 40-SEC 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3779, Location: .45 M E Jct US 64 (Lat: 35.383539, Lng: -93.356631), Route carried "on" structure: State highway 315, Year Built: 1965, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,007 (year 2028), Design Load: H 15, Features Intersected: I 40-SEC 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: A3313, Location: 1.9 M W Pope Co Line (Lat: 35.347289, Lng: -93.329739), Route carried "on" structure: Interstate 40, Year Built: 1964, Year Reconstructed: 2003, Status: Open, Structure Length: 21.70m (71.19ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 14,717 (year 2028), Design Load: HS 20+Mod, Features Intersected: Pvt Rd, Big Piney Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.026, Lanes on structure: 2, Lanes under structure: 1, 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: 9, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
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, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.65m (74.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: November 2021, Roadway Improvement Cost: $247,000, Total Project Cost: $2,247,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A3313, Location: 1.9 M W Pope Co Line (Lat: 35.347289, Lng: -93.329739), Route carried "on" structure: Interstate 40, Year Built: 1964, Year Reconstructed: 2003, Status: Open, Structure Length: 21.70m (71.19ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 14,717 (year 2028), Design Load: HS 20+Mod, Features Intersected: Pvt Rd, Big Piney Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.026, Lanes on structure: 2, Lanes under structure: 1, 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: 9, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
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, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.65m (74.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: November 2021, Roadway Improvement Cost: $247,000, Total Project Cost: $2,247,000, 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: A3314, Location: 1.03 M W Pope Co Line (Lat: 35.342900, Lng: -93.315261), Route carried "on" structure: Interstate 40, Year Built: 1965, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 14,717 (year 2028), Design Load: HS 20+Mod, Features Intersected: SH 359-SEC 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.427, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), 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: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: A3314, Location: 1.03 M W Pope Co Line (Lat: 35.342900, Lng: -93.315261), Route carried "on" structure: Interstate 40, Year Built: 1965, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 14,717 (year 2028), Design Load: HS 20+Mod, Features Intersected: SH 359-SEC 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.427, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), 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: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: B3313, Location: 2.1 M W Of Pope Co. Line (Lat: 35.347042, Lng: -93.329758), Route carried "on" structure: Interstate 40, Year Built: 1964, Year Reconstructed: 2003, Status: Open, Structure Length: 19.87m (65.19ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 32%, Average Future Daily Traffic: 14,717 (year 2028), Design Load: HS 20+Mod, Features Intersected: Pvt Rd, Piney Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.026, Lanes on structure: 2, Lanes under structure: 2, 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: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Better than present minimum criteria, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.82m (68.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: November 2021, Roadway Improvement Cost: $247,000, Total Project Cost: $2,090,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B3313, Location: 2.1 M W Of Pope Co. Line (Lat: 35.347042, Lng: -93.329758), Route carried "on" structure: Interstate 40, Year Built: 1964, Year Reconstructed: 2003, Status: Open, Structure Length: 19.87m (65.19ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 32%, Average Future Daily Traffic: 14,717 (year 2028), Design Load: HS 20+Mod, Features Intersected: Pvt Rd, Piney Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 112.026, Lanes on structure: 2, Lanes under structure: 2, 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: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Better than present minimum criteria, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.82m (68.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: November 2021, Roadway Improvement Cost: $247,000, Total Project Cost: $2,090,000, 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: B3314, Location: @ JCT SH 359 & I 40 (Lat: 35.342600, Lng: -93.315481), Route carried "on" structure: Interstate 40, Year Built: 1964, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 32%, Average Future Daily Traffic: 14,717 (year 2028), Design Load: HS 20+Mod, Features Intersected: SH 359-SEC 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.427, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), 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: Very 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: Better than present minimum criteria, Underclear: 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: B3314, Location: @ JCT SH 359 & I 40 (Lat: 35.342600, Lng: -93.315481), Route carried "on" structure: Interstate 40, Year Built: 1964, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 13,000 (year 2018), Truck Traffic: 32%, Average Future Daily Traffic: 14,717 (year 2028), Design Load: HS 20+Mod, Features Intersected: SH 359-SEC 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.427, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), 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: Very 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: Better than present minimum criteria, Underclear: 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: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: M3131, Location: 1.3M N Jct US 64 & 359 (Lat: 35.358678, Lng: -93.316108), Route carried "on" structure: State highway 359, Year Built: 1968, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 810 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,605 (year 2028), Design Load: H 15, Features Intersected: Flat Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.157, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: M3131, Location: 1.3M N Jct US 64 & 359 (Lat: 35.358678, Lng: -93.316108), Route carried "on" structure: State highway 359, Year Built: 1968, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 810 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,605 (year 2028), Design Load: H 15, Features Intersected: Flat Rock Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.157, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 3779, Location: .45 M E Jct US 64 (Lat: 35.383539, Lng: -93.356631), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 40-SEC 21, Facility Carried by Structure: SH 315-SEC 1
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 107.214, Length of Maximum Span: 0.0m
Structure Number: 3779, Location: .45 M E Jct US 64 (Lat: 35.383539, Lng: -93.356631), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 40-SEC 21, Facility Carried by Structure: SH 315-SEC 1
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 107.214, Length of Maximum Span: 0.0m
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Structure Number: 3779, Location: .45 M E Jct US 64 (Lat: 35.383539, Lng: -93.356631), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 40-SEC 21, Facility Carried by Structure: SH 315-SEC 1
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 107.214, Length of Maximum Span: 0.0m
Structure Number: 3779, Location: .45 M E Jct US 64 (Lat: 35.383539, Lng: -93.356631), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 12,500 (year 2014), Truck Traffic: 1%, Features Intersected: I 40-SEC 21, Facility Carried by Structure: SH 315-SEC 1
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 107.214, Length of Maximum Span: 0.0m
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Structure Number: A3313, Location: 1.9 M W Pope Co Line (Lat: 35.347289, Lng: -93.329739), Route carried "under" structure: Other road , Structure Length: 0. m, Average Daily Traffic: 10 (year 2005), Truck Traffic: 1%, Features Intersected: Pvt Rd, Big Piney Creek, Facility Carried by Structure: I 40-SEC 21-WB LN
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m
Structure Number: A3313, Location: 1.9 M W Pope Co Line (Lat: 35.347289, Lng: -93.329739), Route carried "under" structure: Other road , Structure Length: 0. m, Average Daily Traffic: 10 (year 2005), Truck Traffic: 1%, Features Intersected: Pvt Rd, Big Piney Creek, Facility Carried by Structure: I 40-SEC 21-WB LN
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m
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Structure Number: A3314, Location: 1.03 M W Pope Co Line (Lat: 35.342900, Lng: -93.315261), Route carried "under" structure: State highway 359, Structure Length: 0. m, Average Daily Traffic: 830 (year 2014), Truck Traffic: 38%, Features Intersected: SH 359-SEC 1, Facility Carried by Structure: I 40-SEC 21 WB
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.290, Length of Maximum Span: 0.0m
Structure Number: A3314, Location: 1.03 M W Pope Co Line (Lat: 35.342900, Lng: -93.315261), Route carried "under" structure: State highway 359, Structure Length: 0. m, Average Daily Traffic: 830 (year 2014), Truck Traffic: 38%, Features Intersected: SH 359-SEC 1, Facility Carried by Structure: I 40-SEC 21 WB
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.290, Length of Maximum Span: 0.0m
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Structure Number: B3313, Location: 2.1 M W Of Pope Co. Line (Lat: 35.347042, Lng: -93.329758), Route carried "under" structure: Other road , Structure Length: 0. m, Average Daily Traffic: 10 (year 2005), Truck Traffic: 1%, Features Intersected: Pvt Rd, Piney Creek, Facility Carried by Structure: I 40-SEC 21-EB LN
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m
Structure Number: B3313, Location: 2.1 M W Of Pope Co. Line (Lat: 35.347042, Lng: -93.329758), Route carried "under" structure: Other road , Structure Length: 0. m, Average Daily Traffic: 10 (year 2005), Truck Traffic: 1%, Features Intersected: Pvt Rd, Piney Creek, Facility Carried by Structure: I 40-SEC 21-EB LN
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m
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Structure Number: B3314, Location: @ JCT SH 359 & I 40 (Lat: 35.342600, Lng: -93.315481), Route carried "under" structure: State highway 359, Structure Length: 0. m, Average Daily Traffic: 830 (year 2014), Truck Traffic: 38%, Features Intersected: SH 359-SEC 1, Facility Carried by Structure: I 40-SEC 21 EB
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.274, Length of Maximum Span: 0.0m
Structure Number: B3314, Location: @ JCT SH 359 & I 40 (Lat: 35.342600, Lng: -93.315481), Route carried "under" structure: State highway 359, Structure Length: 0. m, Average Daily Traffic: 830 (year 2014), Truck Traffic: 38%, Features Intersected: SH 359-SEC 1, Facility Carried by Structure: I 40-SEC 21 EB
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.274, Length of Maximum Span: 0.0m