Bridge Statistics for Mountain View, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 482ft / 147mTotal length
- $6,446,000Total costs
- 55,831Total average daily traffic
- 2,514Total average daily truck traffic
- 67,021Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Mountain View
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 31950-1959
- 31960-1969
- 61970-1979
- 11980-1989
- 21990-1999
- 52000-2009
- 12010-2019
- Bridge Condition - Deck
- 52.9%Good
- 41.2%Satisfactory
- 5.9%Fair
- Bridge Condition - Superstructure
- 5.9%Very good
- 29.4%Good
- 47.1%Satisfactory
- 17.6%Fair
- Bridge Condition - Substructure
- 41.2%Good
- 35.3%Satisfactory
- 23.5%Fair
- Bridge Condition - Channel
- 13.0%Very good
- 69.6%Good
- 17.4%Satisfactory
- Bridge Condition - Culverts
- 71.4%Good
- 28.6%Satisfactory
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Structure Number: 73, Location: 5.38 MI NE JCT US & 67 (Lat: 36.289539, Lng: -90.900247), Route carried "on" structure: US 67, Year Built: 1928, Year Reconstructed: 1955, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,436 (year 2028), Design Load: H 20, Features Intersected: CURRENT RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.755, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 671, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: High priority of replacement, 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: Bituminous
Structure Number: 73, Location: 5.38 MI NE JCT US & 67 (Lat: 36.289539, Lng: -90.900247), Route carried "on" structure: US 67, Year Built: 1928, Year Reconstructed: 1955, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,436 (year 2028), Design Load: H 20, Features Intersected: CURRENT RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.755, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 671, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: High priority of replacement, 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: Bituminous
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Structure Number: 74, Location: 10.39 M E Franklin Co L (Lat: 35.457942, Lng: -93.532858), Route carried "on" structure: US 64, Year Built: 1929, Year Reconstructed: 1955, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 6,524 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 7,358 (year 2027), Design Load: H 20, Features Intersected: Hogskin Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.718, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $317,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 74, Location: 10.39 M E Franklin Co L (Lat: 35.457942, Lng: -93.532858), Route carried "on" structure: US 64, Year Built: 1929, Year Reconstructed: 1955, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 6,524 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 7,358 (year 2027), Design Load: H 20, Features Intersected: Hogskin Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.718, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $317,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 889, Location: 1.69 MI SW JCT SH 9 (Lat: 35.862867, Lng: -92.146819), Route carried "on" structure: State highway 66, Year Built: 1955, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 4,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,698 (year 2028), Design Load: H 15, Features Intersected: HUGHES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.332, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), 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: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $340,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 889, Location: 1.69 MI SW JCT SH 9 (Lat: 35.862867, Lng: -92.146819), Route carried "on" structure: State highway 66, Year Built: 1955, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 4,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,698 (year 2028), Design Load: H 15, Features Intersected: HUGHES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.332, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), 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: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $340,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1899, Location: .3 MI N JCT SH 14 W (Lat: 35.940581, Lng: -92.115200), Route carried "on" structure: State highway 5, Year Built: 1938, Status: Open, Structure Length: 12.98m (42.59ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,120 (year 2028), Design Load: H 15, Features Intersected: SYLAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.606, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.14m (46.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $1,120,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1899, Location: .3 MI N JCT SH 14 W (Lat: 35.940581, Lng: -92.115200), Route carried "on" structure: State highway 5, Year Built: 1938, Status: Open, Structure Length: 12.98m (42.59ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,120 (year 2028), Design Load: H 15, Features Intersected: SYLAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.606, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.14m (46.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $1,120,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33, Location: 2.4 MI E JCT OF SH 92 (Lat: 35.563519, Lng: -92.193017), Route carried "on" structure: State highway 16, Year Built: 1961, Status: Open, Structure Length: 33.59m (110.20ft), Average Daily Traffic: 4,605 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,958 (year 2028), Design Load: H 15, Features Intersected: LITTLE RED RIVER GFL
Minimum Vertical Clearance: 16.18m (53.08ft), Kilometerpoint: 12.598, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 106.7m (350.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.4 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 34.75m (114.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2021, Roadway Improvement Cost: $265,000, Total Project Cost: $3,988,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 33, Location: 2.4 MI E JCT OF SH 92 (Lat: 35.563519, Lng: -92.193017), Route carried "on" structure: State highway 16, Year Built: 1961, Status: Open, Structure Length: 33.59m (110.20ft), Average Daily Traffic: 4,605 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,958 (year 2028), Design Load: H 15, Features Intersected: LITTLE RED RIVER GFL
Minimum Vertical Clearance: 16.18m (53.08ft), Kilometerpoint: 12.598, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 106.7m (350.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.4 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 34.75m (114.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2021, Roadway Improvement Cost: $265,000, Total Project Cost: $3,988,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 3857, Location: 6.6 MI SW SH 66 (Lat: 35.812828, Lng: -92.178058), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,236 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,458 (year 2028), Design Load: H 15, Features Intersected: TOMAHAWK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.680, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), 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: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3857, Location: 6.6 MI SW SH 66 (Lat: 35.812828, Lng: -92.178058), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,236 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,458 (year 2028), Design Load: H 15, Features Intersected: TOMAHAWK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.680, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), 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: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54, Location: 4.5 MI N JCT US 62 (Lat: 36.320661, Lng: -91.641111), Route carried "on" structure: State highway 289, Year Built: 1970, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 582 (year 2028), Design Load: H 20, Features Intersected: WILD HORSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.192, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 54, Location: 4.5 MI N JCT US 62 (Lat: 36.320661, Lng: -91.641111), Route carried "on" structure: State highway 289, Year Built: 1970, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 582 (year 2028), Design Load: H 20, Features Intersected: WILD HORSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.192, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5466, Location: 0.27 MI W HWY 9 (Lat: 35.939639, Lng: -92.120269), Route carried "on" structure: State highway 14, Year Built: 1973, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,325 (year 2028), Design Load: HS 20, Features Intersected: SO SYLAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.510, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5466, Location: 0.27 MI W HWY 9 (Lat: 35.939639, Lng: -92.120269), Route carried "on" structure: State highway 14, Year Built: 1973, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,325 (year 2028), Design Load: HS 20, Features Intersected: SO SYLAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.510, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5552, Location: 0.1 MI NE JCT SH 5 (Lat: 35.939028, Lng: -92.114614), Route carried "on" structure: State highway 9, Year Built: 1976, Status: Open, Structure Length: 23.90m (78.41ft), Average Daily Traffic: 1,391 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,153 (year 2028), Design Load: HS 20, Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.986, 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: 8, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5552, Location: 0.1 MI NE JCT SH 5 (Lat: 35.939028, Lng: -92.114614), Route carried "on" structure: State highway 9, Year Built: 1976, Status: Open, Structure Length: 23.90m (78.41ft), Average Daily Traffic: 1,391 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,153 (year 2028), Design Load: HS 20, Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.986, 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: 8, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5553, Location: 0.4 MI E JCT SH 5 & SH 9 (Lat: 35.940600, Lng: -92.108550), Route carried "on" structure: State highway 9, Year Built: 1976, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 760 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,129 (year 2028), Design Load: H 20, Features Intersected: MO & North AR Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5553, Location: 0.4 MI E JCT SH 5 & SH 9 (Lat: 35.940600, Lng: -92.108550), Route carried "on" structure: State highway 9, Year Built: 1976, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 760 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,129 (year 2028), Design Load: H 20, Features Intersected: MO & North AR Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.467, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6, Location: 3.4 MI SE OF SH 14 (Lat: 35.930389, Lng: -92.160747), Route carried "on" structure: State highway 87, Year Built: 1984, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 330 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 636 (year 2028), Design Load: H 20, Features Intersected: SO SYLAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6, Location: 3.4 MI SE OF SH 14 (Lat: 35.930389, Lng: -92.160747), Route carried "on" structure: State highway 87, Year Built: 1984, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 330 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 636 (year 2028), Design Load: H 20, Features Intersected: SO SYLAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6404, Location: 12.23 MI NW CLEBURNE CO. (Lat: 35.808428, Lng: -92.030378), Route carried "on" structure: State highway 5, Year Built: 1992, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 2,385 (year 2028), Design Load: HS 20, Features Intersected: COVE PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.666, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6404, Location: 12.23 MI NW CLEBURNE CO. (Lat: 35.808428, Lng: -92.030378), Route carried "on" structure: State highway 5, Year Built: 1992, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 2,385 (year 2028), Design Load: HS 20, Features Intersected: COVE PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.666, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very 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: 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: November 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: 6405, Location: 1 MI S HWY 14 (Lat: 35.842847, Lng: -92.077108), Route carried "on" structure: State highway 5, Year Built: 1992, Status: Open, Structure Length: 16.82m (55.18ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 2,385 (year 2028), Design Load: HS 20, Features Intersected: MILL PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 30.8 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6405, Location: 1 MI S HWY 14 (Lat: 35.842847, Lng: -92.077108), Route carried "on" structure: State highway 5, Year Built: 1992, Status: Open, Structure Length: 16.82m (55.18ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 2,385 (year 2028), Design Load: HS 20, Features Intersected: MILL PRONG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 30.8 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18582, Location: 1 MI SW SH 66 (Lat: 35.865342, Lng: -92.206644), Route carried "on" structure: County highway 12, Year Built: 1978, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 521 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 187 (year 2007), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.706, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 35.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 18582, Location: 1 MI SW SH 66 (Lat: 35.865342, Lng: -92.206644), Route carried "on" structure: County highway 12, Year Built: 1978, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 521 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 187 (year 2007), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.706, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 35.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 23244, Location: 0.8 Mi. S. SH.14 (Lat: 35.851264, Lng: -92.098167), Route carried "on" structure: County highway 29, Year Built: 2009, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 510 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 171 (year 2007), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23244, Location: 0.8 Mi. S. SH.14 (Lat: 35.851264, Lng: -92.098167), Route carried "on" structure: County highway 29, Year Built: 2009, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 510 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 171 (year 2007), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23245, Location: 1.65 Mi. S. SH 5 & 14 (Lat: 35.841464, Lng: -92.089744), Route carried "on" structure: City street 3760, Year Built: 2009, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 510 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 171 (year 2007), Features Intersected: Creek, Facility Carried by Structure: S.Bayou/Mtn.View
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23245, Location: 1.65 Mi. S. SH 5 & 14 (Lat: 35.841464, Lng: -92.089744), Route carried "on" structure: City street 3760, Year Built: 2009, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 510 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 171 (year 2007), Features Intersected: Creek, Facility Carried by Structure: S.Bayou/Mtn.View
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: A089, Location: 2.16 MI W JCT SH 9 MT VIE (Lat: 35.864789, Lng: -92.154347), Route carried "on" structure: State highway 66, Year Built: 1955, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 4,286 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,698 (year 2028), Design Load: H 15, Features Intersected: TUBBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.576, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), 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: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $292,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A089, Location: 2.16 MI W JCT SH 9 MT VIE (Lat: 35.864789, Lng: -92.154347), Route carried "on" structure: State highway 66, Year Built: 1955, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 4,286 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,698 (year 2028), Design Load: H 15, Features Intersected: TUBBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.576, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), 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: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $292,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: A0891, Location: 4.14 M W Jct SH9 Mtn View (Lat: 35.870247, Lng: -92.187719), Route carried "on" structure: State highway 66, Year Built: 1955, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 4,286 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 5,800 (year 2031), Design Load: H 15, Features Intersected: LICK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.391, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft), 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: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $389,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A0891, Location: 4.14 M W Jct SH9 Mtn View (Lat: 35.870247, Lng: -92.187719), Route carried "on" structure: State highway 66, Year Built: 1955, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 4,286 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 5,800 (year 2031), Design Load: H 15, Features Intersected: LICK FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.391, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft), 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: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $389,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M0272, Location: 14.47 MI NE VAN BUREN CO (Lat: 35.829936, Lng: -92.149733), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,236 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,458 (year 2028), Design Load: H 15, Features Intersected: BEAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.282, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: M0272, Location: 14.47 MI NE VAN BUREN CO (Lat: 35.829936, Lng: -92.149733), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,236 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,458 (year 2028), Design Load: H 15, Features Intersected: BEAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.282, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: X0363, Location: 2.93 MI N JCT SH 14 & 9 (Lat: 35.904550, Lng: -92.104619), Route carried "on" structure: State highway 9, Year Built: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,300 (year 2028), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.883, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021
Structure Number: X0363, Location: 2.93 MI N JCT SH 14 & 9 (Lat: 35.904550, Lng: -92.104619), Route carried "on" structure: State highway 9, Year Built: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,300 (year 2028), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.883, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021
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Structure Number: X1138, Location: 4.67 MI. S. JCT. 5 & 14 (Lat: 35.811469, Lng: -92.032578), Route carried "on" structure: State highway 5, Year Built: 2003, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,385 (year 2028), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 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: March 2021
Structure Number: X1138, Location: 4.67 MI. S. JCT. 5 & 14 (Lat: 35.811469, Lng: -92.032578), Route carried "on" structure: State highway 5, Year Built: 2003, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,385 (year 2028), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 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: March 2021
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Structure Number: X1139, Location: 4.11 MI. S.JCT. 5 & 14 (Lat: 35.818792, Lng: -92.036064), Route carried "on" structure: State highway 5, Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,385 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.986, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: X1139, Location: 4.11 MI. S.JCT. 5 & 14 (Lat: 35.818792, Lng: -92.036064), Route carried "on" structure: State highway 5, Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,385 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.986, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: X114, Location: 3.60 MI. S. JCT. 5 & 14 (Lat: 35.823308, Lng: -92.042975), Route carried "on" structure: State highway 5, Year Built: 2003, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,385 (year 2028), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.791, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: X114, Location: 3.60 MI. S. JCT. 5 & 14 (Lat: 35.823308, Lng: -92.042975), Route carried "on" structure: State highway 5, Year Built: 2003, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,385 (year 2028), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.791, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: X1425, Location: 14.82 MI NE VAN BUREN CO. (Lat: 35.833539, Lng: -92.145611), Route carried "on" structure: State highway 9, Year Built: 2015, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,236 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,458 (year 2034), Design Load: HL 93, Features Intersected: Sam's Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.846, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2021
Structure Number: X1425, Location: 14.82 MI NE VAN BUREN CO. (Lat: 35.833539, Lng: -92.145611), Route carried "on" structure: State highway 9, Year Built: 2015, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,236 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,458 (year 2034), Design Load: HL 93, Features Intersected: Sam's Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.846, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2021