Bridge Statistics for Widener, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 679ft / 207mTotal length
- $387,000Total costs
- 182,105Total average daily traffic
- 39,692Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Widener
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31950-1959
- 11960-1969
- 61970-1979
- 22010-2019
- Bridge Condition - Deck
- 7.7%Good
- 61.5%Satisfactory
- 30.8%Fair
- Bridge Condition - Superstructure
- 15.4%Very good
- 15.4%Good
- 38.5%Satisfactory
- 23.1%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 7.7%Excellent
- 15.4%Very good
- 23.1%Good
- 23.1%Satisfactory
- 30.8%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 50.0%Good
- 30.0%Satisfactory
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Structure Number: 508, Location: 3.34 MI NE JCT US 62 (Lat: 36.281300, Lng: -90.930139), Route carried "on" structure: US 67, Year Built: 1928, Year Reconstructed: 1955, Status: Open, Structure Length: 10.79m (35.40ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,436 (year 2028), Design Load: H 20, Features Intersected: FOURCHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, Length of Maximum Span: 25.0m (82.0ft), 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: 9.7m (31.8ft)
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: Somewhat better than minimum adequacy, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 508, Location: 3.34 MI NE JCT US 62 (Lat: 36.281300, Lng: -90.930139), Route carried "on" structure: US 67, Year Built: 1928, Year Reconstructed: 1955, Status: Open, Structure Length: 10.79m (35.40ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,436 (year 2028), Design Load: H 20, Features Intersected: FOURCHE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, Length of Maximum Span: 25.0m (82.0ft), 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: 9.7m (31.8ft)
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: Somewhat better than minimum adequacy, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5078, Location: 3.4 MI S JCT US412 E (Lat: 36.116972, Lng: -94.145667), Route carried "on" structure: Business US 71, Year Built: 1971, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 44,355 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 43,601 (year 2028), Design Load: HS 20, Features Intersected: US 71 SECT 17B, Facility Carried by Structure: NCOLLEGEAVE
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.211, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, 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: Better than 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5078, Location: 3.4 MI S JCT US412 E (Lat: 36.116972, Lng: -94.145667), Route carried "on" structure: Business US 71, Year Built: 1971, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 44,355 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 43,601 (year 2028), Design Load: HS 20, Features Intersected: US 71 SECT 17B, Facility Carried by Structure: NCOLLEGEAVE
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.211, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, 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: Better than 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5174, Location: 4.28 MI E JCT SH 27 (Lat: 35.110619, Lng: -93.300119), Route carried "on" structure: State highway 154, Year Built: 1969, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 560 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 685 (year 2028), Design Load: H 15, Features Intersected: Chickalah Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5174, Location: 4.28 MI E JCT SH 27 (Lat: 35.110619, Lng: -93.300119), Route carried "on" structure: State highway 154, Year Built: 1969, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 560 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 685 (year 2028), Design Load: H 15, Features Intersected: Chickalah Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5175, Location: 0.5 MI S ARK. RIVER (Lat: 35.425089, Lng: -94.366797), Route carried "on" structure: US 64, Year Built: 1971, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 21,454 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 32,947 (year 2028), Design Load: HS 20, Features Intersected: Arkansas River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.856, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5175, Location: 0.5 MI S ARK. RIVER (Lat: 35.425089, Lng: -94.366797), Route carried "on" structure: US 64, Year Built: 1971, Status: Open, Structure Length: 15.24m (50.00ft), Average Daily Traffic: 21,454 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 32,947 (year 2028), Design Load: HS 20, Features Intersected: Arkansas River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.856, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5176, Location: 0.3 MI NE SH 59 (Lat: 35.426711, Lng: -94.361581), Route carried "on" structure: US 64, Year Built: 1975, Status: Open, Structure Length: 92.75m (304.30ft), Average Daily Traffic: 22,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 32,947 (year 2028), Design Load: HS 20, Features Intersected: Cty Sts, RR, ARK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 15.7m (51.5ft), Horizontal Clearance: 91.4m (299.9ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 15, Length of Maximum Span: 107.6m (353.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5176, Location: 0.3 MI NE SH 59 (Lat: 35.426711, Lng: -94.361581), Route carried "on" structure: US 64, Year Built: 1975, Status: Open, Structure Length: 92.75m (304.30ft), Average Daily Traffic: 22,000 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 32,947 (year 2028), Design Load: HS 20, Features Intersected: Cty Sts, RR, ARK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.371, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes (, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 15.7m (51.5ft), Horizontal Clearance: 91.4m (299.9ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 15, Length of Maximum Span: 107.6m (353.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2021, Underwater 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: 5177, Location: .75 MI NW JCT US 270 & 67 (Lat: 34.372069, Lng: -92.822839), Route carried "on" structure: Business US 270, Year Built: 1976, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 18,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 23,287 (year 2028), Design Load: HS 20, Features Intersected: PARK DRIVE, UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5177, Location: .75 MI NW JCT US 270 & 67 (Lat: 34.372069, Lng: -92.822839), Route carried "on" structure: Business US 270, Year Built: 1976, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 18,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 23,287 (year 2028), Design Load: HS 20, Features Intersected: PARK DRIVE, UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5179, Location: 3.55 MI NE JCT SH 41 (Lat: 33.737589, Lng: -94.336839), Route carried "on" structure: State highway 108, Year Built: 1970, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,163 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 994 (year 2028), Design Load: H 20, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, 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: 4, Length of Maximum Span: 7.6m (24.9ft), 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: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5179, Location: 3.55 MI NE JCT SH 41 (Lat: 33.737589, Lng: -94.336839), Route carried "on" structure: State highway 108, Year Built: 1970, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,163 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 994 (year 2028), Design Load: H 20, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, 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: 4, Length of Maximum Span: 7.6m (24.9ft), 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: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6937, Location: 1.8 Mi E Jct Sh 38 & I 40 (Lat: 35.071947, Lng: -90.665489), Route carried "on" structure: Interstate 40, Year Built: 2017, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 36,000 (year 2019), Truck Traffic: 56%, Average Future Daily Traffic: 38,000 (year 2035), Design Load: HS 20, Features Intersected: Fishing Lake
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 400.405, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 39.9m (130.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6937, Location: 1.8 Mi E Jct Sh 38 & I 40 (Lat: 35.071947, Lng: -90.665489), Route carried "on" structure: Interstate 40, Year Built: 2017, Status: Open, Structure Length: 13.26m (43.50ft), Average Daily Traffic: 36,000 (year 2019), Truck Traffic: 56%, Average Future Daily Traffic: 38,000 (year 2035), Design Load: HS 20, Features Intersected: Fishing Lake
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 400.405, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 39.9m (130.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7233, Location: 0.3 Mi North Of Jct Us 70 (Lat: 35.056769, Lng: -90.689467), Route carried "on" structure: State highway 38, Year Built: 2014, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,300 (year 2033), Design Load: HL 93, Features Intersected: I-40/Sec-51/L-247.05
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.338, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7233, Location: 0.3 Mi North Of Jct Us 70 (Lat: 35.056769, Lng: -90.689467), Route carried "on" structure: State highway 38, Year Built: 2014, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,300 (year 2033), Design Load: HL 93, Features Intersected: I-40/Sec-51/L-247.05
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.338, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17001, Location: .57 Mi East sfc711&sfc714 (Lat: 34.977633, Lng: -90.684381), Route carried "on" structure: County highway 714, Year Built: 1957, Status: Open, Structure Length: 15.34m (50.33ft), Average Daily Traffic: 33 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 40 (year 2007), Design Load: H 15, Features Intersected: St Francis Riv Diversion
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17001, Location: .57 Mi East sfc711&sfc714 (Lat: 34.977633, Lng: -90.684381), Route carried "on" structure: County highway 714, Year Built: 1957, Status: Open, Structure Length: 15.34m (50.33ft), Average Daily Traffic: 33 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 40 (year 2007), Design Load: H 15, Features Intersected: St Francis Riv Diversion
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17024, Location: 3.09 Mi E Cr 414& Sh 38 (Lat: 35.051642, Lng: -90.635575), Route carried "on" structure: County highway 414, Year Built: 1958, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 179 (year 2007), Design Load: H 20, Features Intersected: St Francis River Cut Off
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.973, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 10.42m (34.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Total Project Cost: $387,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17024, Location: 3.09 Mi E Cr 414& Sh 38 (Lat: 35.051642, Lng: -90.635575), Route carried "on" structure: County highway 414, Year Built: 1958, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 179 (year 2007), Design Load: H 20, Features Intersected: St Francis River Cut Off
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.973, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 10.42m (34.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Total Project Cost: $387,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: A1409, Location: 8.84 Miles Ne Jct Sh1 (Lat: 35.069839, Lng: -90.663789), Route carried "on" structure: US 70, Year Built: 1959, Status: Posted for load, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 908 (year 2028), Design Load: H 20, Features Intersected: Fishing Lake
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.227, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A1409, Location: 8.84 Miles Ne Jct Sh1 (Lat: 35.069839, Lng: -90.663789), Route carried "on" structure: US 70, Year Built: 1959, Status: Posted for load, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 908 (year 2028), Design Load: H 20, Features Intersected: Fishing Lake
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.227, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M3329, Location: 0.8 Mi E Jct Sh 38 & Sh50 (Lat: 35.022886, Lng: -90.675147), Route carried "on" structure: State highway 50, Year Built: 1972, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 530 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 666 (year 2028), Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M3329, Location: 0.8 Mi E Jct Sh 38 & Sh50 (Lat: 35.022886, Lng: -90.675147), Route carried "on" structure: State highway 50, Year Built: 1972, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 530 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 666 (year 2028), Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7233, Location: 0.3 Mi North Of Jct Us 70 (Lat: 35.056769, Lng: -90.689467), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2014), Truck Traffic: 56%, Features Intersected: I-40EB/Sec51/L247.05, Facility Carried by Structure: Sh-38/Sec-5/L-0.21
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 397.589, Length of Maximum Span: 0.0m
Structure Number: 7233, Location: 0.3 Mi North Of Jct Us 70 (Lat: 35.056769, Lng: -90.689467), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2014), Truck Traffic: 56%, Features Intersected: I-40EB/Sec51/L247.05, Facility Carried by Structure: Sh-38/Sec-5/L-0.21
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 397.589, Length of Maximum Span: 0.0m
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Structure Number: 7233, Location: 0.3 Mi North Of Jct Us 70 (Lat: 35.056769, Lng: -90.689467), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2014), Truck Traffic: 56%, Features Intersected: I-40WB/Sec51/L247.05, Facility Carried by Structure: Sh-38/Sec-5/L-0.21
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 397.589, Length of Maximum Span: 0.0m
Structure Number: 7233, Location: 0.3 Mi North Of Jct Us 70 (Lat: 35.056769, Lng: -90.689467), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2014), Truck Traffic: 56%, Features Intersected: I-40WB/Sec51/L247.05, Facility Carried by Structure: Sh-38/Sec-5/L-0.21
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 397.589, Length of Maximum Span: 0.0m
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Structure Number: 17025, Location: 0.75MI W OF SH 75 (Lat: 35.051417, Lng: -90.633042), Route carried "under" structure: County highway 414, Structure Length: 0. m, Average Daily Traffic: 140 (year 1983), Truck Traffic: 10%, Features Intersected: 414, Facility Carried by Structure: CRI&P RR
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 5.263, Length of Maximum Span: 0.0m
Structure Number: 17025, Location: 0.75MI W OF SH 75 (Lat: 35.051417, Lng: -90.633042), Route carried "under" structure: County highway 414, Structure Length: 0. m, Average Daily Traffic: 140 (year 1983), Truck Traffic: 10%, Features Intersected: 414, Facility Carried by Structure: CRI&P RR
Minimum Vertical Clearance: 3.66m (12.01ft), Kilometerpoint: 5.263, Length of Maximum Span: 0.0m