Bridge Statistics for Newport, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 37Number of bridges
- 830ft / 253mTotal length
- $3,493,000Total costs
- 117,736Total average daily traffic
- 13,517Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Newport
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 31940-1949
- 41970-1979
- 51980-1989
- 61990-1999
- 42000-2009
- Bridge Condition - Deck
- 61.1%Good
- 16.7%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 50.0%Good
- 11.1%Satisfactory
- 16.7%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 5.6%Very good
- 50.0%Good
- 16.7%Satisfactory
- 27.8%Fair
- Bridge Condition - Channel
- 18.2%Very good
- 54.5%Good
- 27.3%Satisfactory
- Bridge Condition - Culverts
- 11.1%Very good
- 77.8%Good
- 11.1%Satisfactory
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Structure Number: 1881, Location: 3.10 MI NE INDEP CO (Lat: 35.586144, Lng: -91.341069), Route carried "on" structure: State highway 367, Year Built: 1935, Status: Open, Structure Length: 37.37m (122.60ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 815 (year 2028), Design Load: H 15, Features Intersected: WHITE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.987, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 36, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1881, Location: 3.10 MI NE INDEP CO (Lat: 35.586144, Lng: -91.341069), Route carried "on" structure: State highway 367, Year Built: 1935, Status: Open, Structure Length: 37.37m (122.60ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 815 (year 2028), Design Load: H 15, Features Intersected: WHITE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.987, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 36, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1882, Location: 2.35 MI SW JCT SH 14 (Lat: 35.593708, Lng: -91.334144), Route carried "on" structure: State highway 367, Year Built: 1935, Status: Open, Structure Length: 18.71m (61.38ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 815 (year 2028), Design Load: H 15, Features Intersected: CR 12, WHITE RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.033, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1882, Location: 2.35 MI SW JCT SH 14 (Lat: 35.593708, Lng: -91.334144), Route carried "on" structure: State highway 367, Year Built: 1935, Status: Open, Structure Length: 18.71m (61.38ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 815 (year 2028), Design Load: H 15, Features Intersected: CR 12, WHITE RIVER REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.033, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1883, Location: 1.05 MI SW JCT SH 14 (Lat: 35.608081, Lng: -91.320989), Route carried "on" structure: State highway 367, Year Built: 1934, Status: Open, Structure Length: 32.19m (105.61ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 815 (year 2028), Design Load: H 15, Features Intersected: WHITE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.029, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 31, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1883, Location: 1.05 MI SW JCT SH 14 (Lat: 35.608081, Lng: -91.320989), Route carried "on" structure: State highway 367, Year Built: 1934, Status: Open, Structure Length: 32.19m (105.61ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 815 (year 2028), Design Load: H 15, Features Intersected: WHITE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.029, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 31, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2020, Other Special 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: 1884, Location: 0.35 MI SW JCT SH 14 (Lat: 35.613669, Lng: -91.311869), Route carried "on" structure: State highway 367, Year Built: 1934, Status: Open, Structure Length: 31.15m (102.20ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 815 (year 2028), Design Load: H 15, Features Intersected: WHITE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.107, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 30, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1884, Location: 0.35 MI SW JCT SH 14 (Lat: 35.613669, Lng: -91.311869), Route carried "on" structure: State highway 367, Year Built: 1934, Status: Open, Structure Length: 31.15m (102.20ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 815 (year 2028), Design Load: H 15, Features Intersected: WHITE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.107, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 30, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1885, Location: 0.4 MI NE JCT SH 14 (Lat: 35.613100, Lng: -91.298981), Route carried "on" structure: State highway 367, Year Built: 1934, Status: Open, Structure Length: 27.01m (88.62ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,845 (year 2028), Design Load: H 15, Features Intersected: WHITE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.298, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 26, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 50.8 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: 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: 28.22m (92.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2021, Other Special Inspection Date: July 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $1,659,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1885, Location: 0.4 MI NE JCT SH 14 (Lat: 35.613100, Lng: -91.298981), Route carried "on" structure: State highway 367, Year Built: 1934, Status: Open, Structure Length: 27.01m (88.62ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,845 (year 2028), Design Load: H 15, Features Intersected: WHITE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.298, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 26, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 50.8 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: 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: 28.22m (92.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2021, Other Special Inspection Date: July 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $1,659,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2438, Location: 1.0 MI E JCT SH 224 (Lat: 35.592300, Lng: -91.241639), Route carried "on" structure: State highway 17, Year Built: 1948, Status: Posted for load, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 3,852 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,400 (year 2038), Design Load: H 15, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.388, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 9.1m (29.9ft), 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: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 14.02m (46.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $1,122,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2438, Location: 1.0 MI E JCT SH 224 (Lat: 35.592300, Lng: -91.241639), Route carried "on" structure: State highway 17, Year Built: 1948, Status: Posted for load, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 3,852 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,400 (year 2038), Design Load: H 15, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.388, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 9.1m (29.9ft), 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: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 14.02m (46.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $1,122,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2439, Location: 0.60 MI W JCT OF SH 145 (Lat: 35.563847, Lng: -91.186728), Route carried "on" structure: State highway 14, Year Built: 1948, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,990 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,560 (year 2028), Design Load: H 15, Features Intersected: LOCUST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), 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: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 50.8 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $437,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2439, Location: 0.60 MI W JCT OF SH 145 (Lat: 35.563847, Lng: -91.186728), Route carried "on" structure: State highway 14, Year Built: 1948, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,990 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,560 (year 2028), Design Load: H 15, Features Intersected: LOCUST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.561, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), 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: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 50.8 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $437,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5658, Location: 1.6 MI E JCT US 67 (Lat: 35.607847, Lng: -91.223150), Route carried "on" structure: State highway 384, Year Built: 1977, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,362 (year 2028), Design Load: H 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 5658, Location: 1.6 MI E JCT US 67 (Lat: 35.607847, Lng: -91.223150), Route carried "on" structure: State highway 384, Year Built: 1977, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,362 (year 2028), Design Load: H 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 5659, Location: 2 MI EAST JCT US 67 (Lat: 35.607900, Lng: -91.217681), Route carried "on" structure: State highway 384, Year Built: 1977, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,192 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,362 (year 2028), Design Load: H 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.088, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 53.5 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: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 5659, Location: 2 MI EAST JCT US 67 (Lat: 35.607900, Lng: -91.217681), Route carried "on" structure: State highway 384, Year Built: 1977, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,192 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,362 (year 2028), Design Load: H 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.088, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 53.5 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: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 6177, Location: Jct US67& SH14 & 224 Spur (Lat: 35.563961, Lng: -91.261911), Route carried "on" structure: State highway 14, Year Built: 1987, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,267 (year 2028), Design Load: HS 20, Features Intersected: US 67 SEC 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.725, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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: Somewhat better than minimum adequacy, Underclear: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6177, Location: Jct US67& SH14 & 224 Spur (Lat: 35.563961, Lng: -91.261911), Route carried "on" structure: State highway 14, Year Built: 1987, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,267 (year 2028), Design Load: HS 20, Features Intersected: US 67 SEC 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.725, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
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: Somewhat better than minimum adequacy, Underclear: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6729, Location: Jct CR 43 & US 67 (Lat: 35.661111, Lng: -91.210839), Route carried "on" structure: County highway 43, Year Built: 2006, Status: Open, Structure Length: 9.67m (31.73ft), Average Daily Traffic: 530 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,620 (year 2025), Design Load: HS 20, Features Intersected: US 67/Sec. 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6729, Location: Jct CR 43 & US 67 (Lat: 35.661111, Lng: -91.210839), Route carried "on" structure: County highway 43, Year Built: 2006, Status: Open, Structure Length: 9.67m (31.73ft), Average Daily Traffic: 530 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,620 (year 2025), Design Load: HS 20, Features Intersected: US 67/Sec. 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very 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: 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, 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: 673, Location: Jct. Hwy 67 & CR 41 (Lat: 35.671550, Lng: -91.165961), Route carried "on" structure: County highway 41, Year Built: 2006, Status: Open, Structure Length: 9.47m (31.07ft), Average Daily Traffic: 210 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 272 (year 2025), Design Load: HS 20, Features Intersected: US 67/Sec. 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 673, Location: Jct. Hwy 67 & CR 41 (Lat: 35.671550, Lng: -91.165961), Route carried "on" structure: County highway 41, Year Built: 2006, Status: Open, Structure Length: 9.47m (31.07ft), Average Daily Traffic: 210 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 272 (year 2025), Design Load: HS 20, Features Intersected: US 67/Sec. 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21833, Location: JCT CO RD 10 & 12 (Lat: 35.593647, Lng: -91.323617), Route carried "on" structure: County highway 10, Year Built: 1997, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 23 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2007), Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 21833, Location: JCT CO RD 10 & 12 (Lat: 35.593647, Lng: -91.323617), Route carried "on" structure: County highway 10, Year Built: 1997, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 23 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2007), Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 22481, Location: .97Mi E of Jct CR41 & 203 (Lat: 35.674800, Lng: -91.149239), Route carried "on" structure: ServiceOther road 203, Year Built: 2009, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 90 (year 2029), Design Load: H 20, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2021
Structure Number: 22481, Location: .97Mi E of Jct CR41 & 203 (Lat: 35.674800, Lng: -91.149239), Route carried "on" structure: ServiceOther road 203, Year Built: 2009, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 90 (year 2029), Design Load: H 20, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2021
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Structure Number: A6222, Location: .7 MI S JCT SH 224 & US67 (Lat: 35.582081, Lng: -91.256469), Route carried "on" structure: US 67, Year Built: 1989, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 4,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,168 (year 2028), Design Load: HS 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.669, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 17.4m (57.1ft), 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: Superior 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: Wearing Surface: Epoxy Overlay
Structure Number: A6222, Location: .7 MI S JCT SH 224 & US67 (Lat: 35.582081, Lng: -91.256469), Route carried "on" structure: US 67, Year Built: 1989, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 4,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,168 (year 2028), Design Load: HS 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.669, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 17.4m (57.1ft), 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: Superior 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: Wearing Surface: Epoxy Overlay
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Structure Number: A6431, Location: 1.3 M SE SH JCT 367&17 (Lat: 35.594131, Lng: -91.248500), Route carried "on" structure: US 67, Year Built: 1993, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 13,493 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,685 (year 2028), Design Load: HS 20, Features Intersected: SH 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A6431, Location: 1.3 M SE SH JCT 367&17 (Lat: 35.594131, Lng: -91.248500), Route carried "on" structure: US 67, Year Built: 1993, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 13,493 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,685 (year 2028), Design Load: HS 20, Features Intersected: SH 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B6222, Location: .7 MI SO JCT SH 224 & 67 (Lat: 35.581958, Lng: -91.256236), Route carried "on" structure: US 67, Year Built: 1989, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 4,900 (year 2018), Truck Traffic: 31%, Average Future Daily Traffic: 12,800 (year 2038), Design Load: HS 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.669, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 17.4m (57.1ft), 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: Superior 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: Wearing Surface: Epoxy Overlay
Structure Number: B6222, Location: .7 MI SO JCT SH 224 & 67 (Lat: 35.581958, Lng: -91.256236), Route carried "on" structure: US 67, Year Built: 1989, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 4,900 (year 2018), Truck Traffic: 31%, Average Future Daily Traffic: 12,800 (year 2038), Design Load: HS 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.669, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 17.4m (57.1ft), 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: Superior 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: Wearing Surface: Epoxy Overlay
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Structure Number: B6431, Location: 1.3 M SE SH JCT 367&17 (Lat: 35.593986, Lng: -91.248261), Route carried "on" structure: US 67, Year Built: 1993, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 13,493 (year 2018), Truck Traffic: 31%, Average Future Daily Traffic: 3,685 (year 2028), Design Load: HS 20, Features Intersected: SH 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B6431, Location: 1.3 M SE SH JCT 367&17 (Lat: 35.593986, Lng: -91.248261), Route carried "on" structure: US 67, Year Built: 1993, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 13,493 (year 2018), Truck Traffic: 31%, Average Future Daily Traffic: 3,685 (year 2028), Design Load: HS 20, Features Intersected: SH 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: M0391, Location: 1.80 MI W JCT SH 145 (Lat: 35.564000, Lng: -91.208569), Route carried "on" structure: State highway 14, Year Built: 1947, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,990 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,560 (year 2028), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.582, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: 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: June 2021
Structure Number: M0391, Location: 1.80 MI W JCT SH 145 (Lat: 35.564000, Lng: -91.208569), Route carried "on" structure: State highway 14, Year Built: 1947, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,990 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,560 (year 2028), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.582, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: 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: June 2021
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Structure Number: M3625, Location: 0.2 MI E OF JCT SH 18 (Lat: 35.638858, Lng: -91.217058), Route carried "on" structure: State highway 980, Year Built: 1973, Status: Posted for load, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,232 (year 2028), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M3625, Location: 0.2 MI E OF JCT SH 18 (Lat: 35.638858, Lng: -91.217058), Route carried "on" structure: State highway 980, Year Built: 1973, Status: Posted for load, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,232 (year 2028), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable 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: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: X037, Location: 0.5 MI S JCT SH 18 (Lat: 35.644844, Lng: -91.139542), Route carried "on" structure: State highway 384, Year Built: 1978, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 403 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,099 (year 2028), Design Load: H 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 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, 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: October 2021
Structure Number: X037, Location: 0.5 MI S JCT SH 18 (Lat: 35.644844, Lng: -91.139542), Route carried "on" structure: State highway 384, Year Built: 1978, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 403 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,099 (year 2028), Design Load: H 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 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, 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: October 2021
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Structure Number: X0764, Location: .75MI SE JCT SH14&SH 224 (Lat: 35.593828, Lng: -91.246219), Route carried "on" structure: ServiceCounty highway 67, Year Built: 1989, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 129 (year 2027), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.214, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: 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, 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
Structure Number: X0764, Location: .75MI SE JCT SH14&SH 224 (Lat: 35.593828, Lng: -91.246219), Route carried "on" structure: ServiceCounty highway 67, Year Built: 1989, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 129 (year 2027), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.214, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: X0765, Location: 0.70 MI SE JCT SH14 /SH17 (Lat: 35.594208, Lng: -91.247119), Route carried "on" structure: State highway 17, Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,267 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.791, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: 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, 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: X0765, Location: 0.70 MI SE JCT SH14 /SH17 (Lat: 35.594208, Lng: -91.247119), Route carried "on" structure: State highway 17, Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,267 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.791, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: 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, 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: X0858, Location: 3.45 MILE W JCT SH 37 (Lat: 35.650967, Lng: -91.134894), Route carried "on" structure: State highway 18, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 910 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,845 (year 2028), Design Load: H 20, Features Intersected: Skillet Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.564, Lanes on structure: 2, 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: 2.7m (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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: X0858, Location: 3.45 MILE W JCT SH 37 (Lat: 35.650967, Lng: -91.134894), Route carried "on" structure: State highway 18, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 910 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,845 (year 2028), Design Load: H 20, Features Intersected: Skillet Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.564, Lanes on structure: 2, 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: 2.7m (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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: X0878, Location: 0.66 N OF SH 17 (Lat: 35.602519, Lng: -91.241769), Route carried "on" structure: US 67, Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 29%, Average Future Daily Traffic: 14,300 (year 2038), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: X0878, Location: 0.66 N OF SH 17 (Lat: 35.602519, Lng: -91.241769), Route carried "on" structure: US 67, Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 29%, Average Future Daily Traffic: 14,300 (year 2038), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: X0903, Location: 4.15 MI W JCT SH 37 (Lat: 35.653106, Lng: -91.146700), Route carried "on" structure: State highway 18, Year Built: 1996, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,810 (year 2028), Design Load: H 20, Features Intersected: Skillet Ditch Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.455, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, 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: 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: July 2021
Structure Number: X0903, Location: 4.15 MI W JCT SH 37 (Lat: 35.653106, Lng: -91.146700), Route carried "on" structure: State highway 18, Year Built: 1996, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,810 (year 2028), Design Load: H 20, Features Intersected: Skillet Ditch Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.455, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, 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: 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: July 2021
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Structure Number: X1348, Location: 4.83 miles S of SH37 (Lat: 35.674189, Lng: -91.149219), Route carried "on" structure: US 67, Year Built: 2009, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 13,000 (year 2038), Design Load: H 20, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.822, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: X1348, Location: 4.83 miles S of SH37 (Lat: 35.674189, Lng: -91.149219), Route carried "on" structure: US 67, Year Built: 2009, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 13,000 (year 2038), Design Load: H 20, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.822, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 1882, Location: 2.35 MI SW JCT SH 14 (Lat: 35.593708, Lng: -91.334144), Route carried "under" structure: ServiceCounty highway 12, Structure Length: 0. m, Average Daily Traffic: 23 (year 1983), Truck Traffic: 1%, Features Intersected: CR 12, WHITE RIVER REL, Facility Carried by Structure: SH 367/Jackson Co.
Minimum Vertical Clearance: 3.44m (11.29ft), Kilometerpoint: 3.315, Length of Maximum Span: 0.0m
Structure Number: 1882, Location: 2.35 MI SW JCT SH 14 (Lat: 35.593708, Lng: -91.334144), Route carried "under" structure: ServiceCounty highway 12, Structure Length: 0. m, Average Daily Traffic: 23 (year 1983), Truck Traffic: 1%, Features Intersected: CR 12, WHITE RIVER REL, Facility Carried by Structure: SH 367/Jackson Co.
Minimum Vertical Clearance: 3.44m (11.29ft), Kilometerpoint: 3.315, Length of Maximum Span: 0.0m
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Structure Number: 6177, Location: Jct US67& SH14 & 224 Spur (Lat: 35.563961, Lng: -91.261911), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 3,800 (year 2014), Truck Traffic: 1%, Features Intersected: US 67 SEC 14, Facility Carried by Structure: SH 14 Jack Co
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 21.581, Length of Maximum Span: 0.0m
Structure Number: 6177, Location: Jct US67& SH14 & 224 Spur (Lat: 35.563961, Lng: -91.261911), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 3,800 (year 2014), Truck Traffic: 1%, Features Intersected: US 67 SEC 14, Facility Carried by Structure: SH 14 Jack Co
Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 21.581, Length of Maximum Span: 0.0m
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Structure Number: 6177, Location: Jct US67& SH14 & 224 Spur (Lat: 35.563961, Lng: -91.261911), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 3,800 (year 2014), Truck Traffic: 1%, Features Intersected: US 67 SEC 14, Facility Carried by Structure: SH 14 Jack Co
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 21.581, Length of Maximum Span: 0.0m
Structure Number: 6177, Location: Jct US67& SH14 & 224 Spur (Lat: 35.563961, Lng: -91.261911), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 3,800 (year 2014), Truck Traffic: 1%, Features Intersected: US 67 SEC 14, Facility Carried by Structure: SH 14 Jack Co
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 21.581, Length of Maximum Span: 0.0m
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Structure Number: 6729, Location: Jct CR 43 & US 67 (Lat: 35.661111, Lng: -91.210839), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2014), Truck Traffic: 13%, Features Intersected: US 67 - Sec 15, Facility Carried by Structure: CR 43/Jackson Co.
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 9.028, Length of Maximum Span: 0.0m
Structure Number: 6729, Location: Jct CR 43 & US 67 (Lat: 35.661111, Lng: -91.210839), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2014), Truck Traffic: 13%, Features Intersected: US 67 - Sec 15, Facility Carried by Structure: CR 43/Jackson Co.
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 9.028, Length of Maximum Span: 0.0m
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Structure Number: 6729, Location: Jct CR 43 & US 67 (Lat: 35.661111, Lng: -91.210839), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2014), Truck Traffic: 13%, Features Intersected: US 67 - Sec 15, Facility Carried by Structure: CR 43/Jackson Co.
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 9.028, Length of Maximum Span: 0.0m
Structure Number: 6729, Location: Jct CR 43 & US 67 (Lat: 35.661111, Lng: -91.210839), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2014), Truck Traffic: 13%, Features Intersected: US 67 - Sec 15, Facility Carried by Structure: CR 43/Jackson Co.
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 9.028, Length of Maximum Span: 0.0m
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Structure Number: 673, Location: Jct. Hwy 67 & CR 41 (Lat: 35.671550, Lng: -91.165961), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 2,750 (year 2014), Truck Traffic: 1%, Features Intersected: US 67 - Sec. 15, Facility Carried by Structure: CR 41/Jackson Co.
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 13.277, Length of Maximum Span: 0.0m
Structure Number: 673, Location: Jct. Hwy 67 & CR 41 (Lat: 35.671550, Lng: -91.165961), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 2,750 (year 2014), Truck Traffic: 1%, Features Intersected: US 67 - Sec. 15, Facility Carried by Structure: CR 41/Jackson Co.
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 13.277, Length of Maximum Span: 0.0m
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Structure Number: 673, Location: Jct. Hwy 67 & CR 41 (Lat: 35.671550, Lng: -91.165961), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 2,750 (year 2014), Truck Traffic: 1%, Features Intersected: US 67 - Sec. 15, Facility Carried by Structure: CR 41/Jackson Co.
Minimum Vertical Clearance: 5.32m (17.45ft), Kilometerpoint: 13.277, Length of Maximum Span: 0.0m
Structure Number: 673, Location: Jct. Hwy 67 & CR 41 (Lat: 35.671550, Lng: -91.165961), Route carried "under" structure: US 67, Structure Length: 0. m, Average Daily Traffic: 2,750 (year 2014), Truck Traffic: 1%, Features Intersected: US 67 - Sec. 15, Facility Carried by Structure: CR 41/Jackson Co.
Minimum Vertical Clearance: 5.32m (17.45ft), Kilometerpoint: 13.277, Length of Maximum Span: 0.0m
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Structure Number: 14096, Location: .42MI SO CORD 12 (Lat: 35.587378, Lng: -91.321839), Route carried "under" structure: County highway 10, Structure Length: 0. m, Average Daily Traffic: 23 (year 1983), Truck Traffic: 1%, Features Intersected: CO RD 10 ZONE F, Facility Carried by Structure: UPRR-UNDCLR/Jckson
Minimum Vertical Clearance: 2.98m (9.78ft), Kilometerpoint: 12.263, Length of Maximum Span: 0.0m
Structure Number: 14096, Location: .42MI SO CORD 12 (Lat: 35.587378, Lng: -91.321839), Route carried "under" structure: County highway 10, Structure Length: 0. m, Average Daily Traffic: 23 (year 1983), Truck Traffic: 1%, Features Intersected: CO RD 10 ZONE F, Facility Carried by Structure: UPRR-UNDCLR/Jckson
Minimum Vertical Clearance: 2.98m (9.78ft), Kilometerpoint: 12.263, Length of Maximum Span: 0.0m
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Structure Number: A6431, Location: 1.3 M SE SH JCT 367&17 (Lat: 35.594131, Lng: -91.248500), Route carried "under" structure: State highway 17, Structure Length: 0. m, Average Daily Traffic: 3,200 (year 2014), Truck Traffic: 1%, Features Intersected: SH 17, Facility Carried by Structure: US 67 SEC 15, SB L
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 27.014, Length of Maximum Span: 0.0m
Structure Number: A6431, Location: 1.3 M SE SH JCT 367&17 (Lat: 35.594131, Lng: -91.248500), Route carried "under" structure: State highway 17, Structure Length: 0. m, Average Daily Traffic: 3,200 (year 2014), Truck Traffic: 1%, Features Intersected: SH 17, Facility Carried by Structure: US 67 SEC 15, SB L
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 27.014, Length of Maximum Span: 0.0m
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Structure Number: B6431, Location: 1.3 M SE SH JCT 367&17 (Lat: 35.593986, Lng: -91.248261), Route carried "under" structure: State highway 17, Structure Length: 0. m, Average Daily Traffic: 3,200 (year 2014), Truck Traffic: 1%, Features Intersected: SH 17, Facility Carried by Structure: US 67 SEC 15, NB L
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 27.014, Length of Maximum Span: 0.0m
Structure Number: B6431, Location: 1.3 M SE SH JCT 367&17 (Lat: 35.593986, Lng: -91.248261), Route carried "under" structure: State highway 17, Structure Length: 0. m, Average Daily Traffic: 3,200 (year 2014), Truck Traffic: 1%, Features Intersected: SH 17, Facility Carried by Structure: US 67 SEC 15, NB L
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 27.014, Length of Maximum Span: 0.0m