Bridge Statistics for Russell, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 190ft / 58.3mTotal length
- $610,000Total costs
- 89,847Total average daily traffic
- 14,335Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Russell
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11950-1959
- 61970-1979
- 11980-1989
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 01960-1969
- 11970-1979
- Bridge Condition - Deck
- 50.0%Good
- 40.0%Satisfactory
- 10.0%Poor
- Bridge Condition - Superstructure
- 60.0%Good
- 30.0%Satisfactory
- 10.0%Serious
- Bridge Condition - Substructure
- 60.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 8.3%Very good
- 58.3%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: 9, Location: .95 MI SOUTH JCT SH 7 (Lat: 34.169067, Lng: -93.068508), Route carried "on" structure: US 67, Year Built: 1930, Year Reconstructed: 1957, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 9,412 (year 2028), Design Load: H 20, Features Intersected: CADDO RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.406, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9, Location: .95 MI SOUTH JCT SH 7 (Lat: 34.169067, Lng: -93.068508), Route carried "on" structure: US 67, Year Built: 1930, Year Reconstructed: 1957, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 9,412 (year 2028), Design Load: H 20, Features Intersected: CADDO RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.406, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 169, Location: .10 MI E JCT SH 14 (Lat: 35.543100, Lng: -90.501881), Route carried "on" structure: County highway 870, Year Built: 1933, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 667 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 621 (year 2015), Design Load: H 15, Features Intersected: DITCH 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $319,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 169, Location: .10 MI E JCT SH 14 (Lat: 35.543100, Lng: -90.501881), Route carried "on" structure: County highway 870, Year Built: 1933, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 667 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 621 (year 2015), Design Load: H 15, Features Intersected: DITCH 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $319,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2036, Location: N EDGE OF RUSSELL (Lat: 35.367128, Lng: -91.503847), Route carried "on" structure: State highway 367, Year Built: 1937, Year Reconstructed: 1958, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,762 (year 2028), Design Load: H 20, Features Intersected: GLAISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.482, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), 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: 9.6m (31.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Total Project Cost: $291,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2036, Location: N EDGE OF RUSSELL (Lat: 35.367128, Lng: -91.503847), Route carried "on" structure: State highway 367, Year Built: 1937, Year Reconstructed: 1958, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,762 (year 2028), Design Load: H 20, Features Intersected: GLAISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.482, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), 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: 9.6m (31.5ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Total Project Cost: $291,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 281, Location: .70 Mi N Jct Sh 42 & I-55 (Lat: 35.375989, Lng: -90.279408), Route carried "on" structure: Interstate 55, Year Built: 1952, Year Reconstructed: 1977, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 28,000 (year 2018), Truck Traffic: 49%, Average Future Daily Traffic: 17,304 (year 2028), Design Load: HS 20+Mod, Features Intersected: Dry Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 45.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 281, Location: .70 Mi N Jct Sh 42 & I-55 (Lat: 35.375989, Lng: -90.279408), Route carried "on" structure: Interstate 55, Year Built: 1952, Year Reconstructed: 1977, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 28,000 (year 2018), Truck Traffic: 49%, Average Future Daily Traffic: 17,304 (year 2028), Design Load: HS 20+Mod, Features Intersected: Dry Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 45.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 4901, Location: .7 MI E JCT RD 73 & 75 (Lat: 35.360511, Lng: -91.495519), Route carried "on" structure: County highway 75, Year Built: 2009, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 49 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 257 (year 2028), Design Load: HS 20, Features Intersected: Glaise Creek
Minimum Vertical Clearance: 30.17m (98.98ft), Kilometerpoint: 9.139, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, 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: 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: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 4901, Location: .7 MI E JCT RD 73 & 75 (Lat: 35.360511, Lng: -91.495519), Route carried "on" structure: County highway 75, Year Built: 2009, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 49 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 257 (year 2028), Design Load: HS 20, Features Intersected: Glaise Creek
Minimum Vertical Clearance: 30.17m (98.98ft), Kilometerpoint: 9.139, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, 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: 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: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 5798, Location: 4.48 MI NE JCT US 167 (Lat: 35.359161, Lng: -91.505219), Route carried "on" structure: County highway 75, Year Built: 1979, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 392 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 140 (year 2007), Design Load: HS 20, Features Intersected: US 67-SEC 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Lanes under structure: 4, 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: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 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: Superior to present desirable criteria, Underclear: Better than 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5798, Location: 4.48 MI NE JCT US 167 (Lat: 35.359161, Lng: -91.505219), Route carried "on" structure: County highway 75, Year Built: 1979, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 392 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 140 (year 2007), Design Load: HS 20, Features Intersected: US 67-SEC 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Lanes under structure: 4, 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: 2, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 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: Superior to present desirable criteria, Underclear: Better than 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5865, Location: 5.86 MI NE JCT US 167 (Lat: 35.375739, Lng: -91.491439), Route carried "on" structure: County highway 86, Year Built: 1980, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 103 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 140 (year 2007), Design Load: HS 20, Features Intersected: US 67 OP WHITE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 4, Owner: State 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: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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
Structure Number: 5865, Location: 5.86 MI NE JCT US 167 (Lat: 35.375739, Lng: -91.491439), Route carried "on" structure: County highway 86, Year Built: 1980, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 103 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 140 (year 2007), Design Load: HS 20, Features Intersected: US 67 OP WHITE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 4, Owner: State 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: 25.9m (85.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: 148, Location: 0.6 MI N SH 22, Logan Co (Lat: 35.298119, Lng: -93.480811), Route carried "on" structure: County highway 57, Year Built: 1970, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 22 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 54 (year 2007), Design Load: H 10, Features Intersected: Pee Dee Creek - Logan, Facility Carried by Structure: Artesian Well Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 148, Location: 0.6 MI N SH 22, Logan Co (Lat: 35.298119, Lng: -93.480811), Route carried "on" structure: County highway 57, Year Built: 1970, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 22 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 54 (year 2007), Design Load: H 10, Features Intersected: Pee Dee Creek - Logan, Facility Carried by Structure: Artesian Well Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22716, Location: .35 Mi. Co.Rd.243 (Lat: 35.366931, Lng: -91.460494), Route carried "on" structure: County highway 86, Year Built: 2004, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 74 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 14 (year 2007), Features Intersected: Departee Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.895, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 22716, Location: .35 Mi. Co.Rd.243 (Lat: 35.366931, Lng: -91.460494), Route carried "on" structure: County highway 86, Year Built: 2004, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 74 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 14 (year 2007), Features Intersected: Departee Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.895, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 22948, Location: 0.23 mi w jct 74 &236 (Lat: 35.338589, Lng: -91.482011), Route carried "on" structure: County highway 74, Year Built: 2005, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2007), Features Intersected: Glaise Creek
Minimum Vertical Clearance: 30.17m (98.98ft), Kilometerpoint: 5.504, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: October 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 22948, Location: 0.23 mi w jct 74 &236 (Lat: 35.338589, Lng: -91.482011), Route carried "on" structure: County highway 74, Year Built: 2005, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2007), Features Intersected: Glaise Creek
Minimum Vertical Clearance: 30.17m (98.98ft), Kilometerpoint: 5.504, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: October 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: A5799, Location: 5.11 MI NE JCT US 167 (Lat: 35.366547, Lng: -91.498697), Route carried "on" structure: US 67, Year Built: 1979, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,082 (year 2028), Design Load: HS 20, Features Intersected: GLAISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: A5799, Location: 5.11 MI NE JCT US 167 (Lat: 35.366547, Lng: -91.498697), Route carried "on" structure: US 67, Year Built: 1979, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,082 (year 2028), Design Load: HS 20, Features Intersected: GLAISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: B5799, Location: 5.11 MI NE JCT US 167 (Lat: 35.366419, Lng: -91.498458), Route carried "on" structure: US 67, Year Built: 1979, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,082 (year 2028), Design Load: HS 20, Features Intersected: GLAISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: B5799, Location: 5.11 MI NE JCT US 167 (Lat: 35.366419, Lng: -91.498458), Route carried "on" structure: US 67, Year Built: 1979, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,082 (year 2028), Design Load: HS 20, Features Intersected: GLAISE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: X044, Location: 3.92 MI NE JCT US 167 (Lat: 35.352308, Lng: -91.510739), Route carried "on" structure: US 67, Year Built: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10,841 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.034, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.1 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: Better than 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: May 2020
Structure Number: X044, Location: 3.92 MI NE JCT US 167 (Lat: 35.352308, Lng: -91.510739), Route carried "on" structure: US 67, Year Built: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10,841 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.034, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.1 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: Better than 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: May 2020
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Structure Number: X0442, Location: 6.21 NE JCT US 167 (Lat: 35.379589, Lng: -91.487428), Route carried "on" structure: US 67, Year Built: 1978, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10,164 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.720, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 13 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: 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: July 2020
Structure Number: X0442, Location: 6.21 NE JCT US 167 (Lat: 35.379589, Lng: -91.487428), Route carried "on" structure: US 67, Year Built: 1978, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10,164 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.720, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 13 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: 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: July 2020
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Structure Number: 5798, Location: 4.48 MI NE JCT US 167 (Lat: 35.359161, Lng: -91.505219), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2014), Truck Traffic: 1%, Features Intersected: US 67-SEC 13
Minimum Vertical Clearance: 4.81m (15.78ft), Kilometerpoint: 21.919, Length of Maximum Span: 0.0m
Structure Number: 5798, Location: 4.48 MI NE JCT US 167 (Lat: 35.359161, Lng: -91.505219), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2014), Truck Traffic: 1%, Features Intersected: US 67-SEC 13
Minimum Vertical Clearance: 4.81m (15.78ft), Kilometerpoint: 21.919, Length of Maximum Span: 0.0m
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Structure Number: 5798, Location: 4.48 MI NE JCT US 167 (Lat: 35.359161, Lng: -91.505219), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2014), Truck Traffic: 1%, Features Intersected: US 67-SEC 13
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 21.919, Length of Maximum Span: 0.0m
Structure Number: 5798, Location: 4.48 MI NE JCT US 167 (Lat: 35.359161, Lng: -91.505219), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2014), Truck Traffic: 1%, Features Intersected: US 67-SEC 13
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 21.919, Length of Maximum Span: 0.0m
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Structure Number: 5865, Location: 5.86 MI NE JCT US 167 (Lat: 35.375739, Lng: -91.491439), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2014), Truck Traffic: 1%, Features Intersected: US 67-SEC 13, Facility Carried by Structure: WHITE CO RD 86-B
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 24.156, Length of Maximum Span: 0.0m
Structure Number: 5865, Location: 5.86 MI NE JCT US 167 (Lat: 35.375739, Lng: -91.491439), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2014), Truck Traffic: 1%, Features Intersected: US 67-SEC 13, Facility Carried by Structure: WHITE CO RD 86-B
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 24.156, Length of Maximum Span: 0.0m
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Structure Number: 5865, Location: 5.86 MI NE JCT US 167 (Lat: 35.375739, Lng: -91.491439), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2014), Truck Traffic: 1%, Features Intersected: US 67-SEC 13, Facility Carried by Structure: WHITE CO RD 86-B
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 24.156, Length of Maximum Span: 0.0m
Structure Number: 5865, Location: 5.86 MI NE JCT US 167 (Lat: 35.375739, Lng: -91.491439), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 4,400 (year 2014), Truck Traffic: 1%, Features Intersected: US 67-SEC 13, Facility Carried by Structure: WHITE CO RD 86-B
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 24.156, Length of Maximum Span: 0.0m