Bridge Statistics for Earle, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 167ft / 51.5mTotal length
- $1,198,000Total costs
- 10,232Total average daily traffic
- 1,321Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Earle
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11960-1969
- 31970-1979
- 41980-1989
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 18.2%Very good
- 45.5%Good
- 36.4%Satisfactory
- Bridge Condition - Superstructure
- 27.3%Very good
- 45.5%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 36.4%Good
- 36.4%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 18.2%Good
- 45.5%Satisfactory
- 27.3%Fair
- 9.1%Poor
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Structure Number: 3264, Location: 4.2 Mi E Jct Us 64/Sh 118 (Lat: 35.261900, Lng: -90.386900), Route carried "on" structure: US 64, Year Built: 1961, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,150 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 7,600 (year 2034), Design Load: HS 20, Features Intersected: Ditch Number 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.603, Lanes on structure: 2, Base Highway Network: Yes, 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 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Roadway Improvement Cost: $265,000, Total Project Cost: $681,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3264, Location: 4.2 Mi E Jct Us 64/Sh 118 (Lat: 35.261900, Lng: -90.386900), Route carried "on" structure: US 64, Year Built: 1961, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 5,150 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 7,600 (year 2034), Design Load: HS 20, Features Intersected: Ditch Number 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.603, Lanes on structure: 2, Base Highway Network: Yes, 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 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Roadway Improvement Cost: $265,000, Total Project Cost: $681,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5331, Location: 2.21 Mi North Jct Us 64 (Lat: 35.294800, Lng: -90.432758), Route carried "on" structure: State highway 118, Year Built: 1975, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 257 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 383 (year 2028), Design Load: H 20, Features Intersected: Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.586, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5331, Location: 2.21 Mi North Jct Us 64 (Lat: 35.294800, Lng: -90.432758), Route carried "on" structure: State highway 118, Year Built: 1975, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 257 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 383 (year 2028), Design Load: H 20, Features Intersected: Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.586, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5332, Location: 1.96 Mi North Jct Us 64 (Lat: 35.298481, Lng: -90.466589), Route carried "on" structure: State highway 149, Year Built: 1975, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 865 (year 2028), Design Load: HS 20, Features Intersected: Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5332, Location: 1.96 Mi North Jct Us 64 (Lat: 35.298481, Lng: -90.466589), Route carried "on" structure: State highway 149, Year Built: 1975, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 865 (year 2028), Design Load: HS 20, Features Intersected: Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5908, Location: 1.55 Mi No Of Jct Us 64 (Lat: 35.284658, Lng: -90.485808), Route carried "on" structure: State highway 184, Year Built: 1981, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 74 (year 2028), Design Load: H 20, Features Intersected: Tyronza River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.221, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5908, Location: 1.55 Mi No Of Jct Us 64 (Lat: 35.284658, Lng: -90.485808), Route carried "on" structure: State highway 184, Year Built: 1981, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 20 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 74 (year 2028), Design Load: H 20, Features Intersected: Tyronza River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.221, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20759, Location: 7.12 Mi North Int Sh 218 (Lat: 35.255683, Lng: -90.398017), Route carried "on" structure: County highway 17, Year Built: 1989, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 260 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 559 (year 2007), Design Load: H 15, Features Intersected: Brake Ditch, Facility Carried by Structure: Bing Store/Z-Ewest
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.459, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20759, Location: 7.12 Mi North Int Sh 218 (Lat: 35.255683, Lng: -90.398017), Route carried "on" structure: County highway 17, Year Built: 1989, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 260 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 559 (year 2007), Design Load: H 15, Features Intersected: Brake Ditch, Facility Carried by Structure: Bing Store/Z-Ewest
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.459, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2076, Location: 3.07 Miles So Int 639&367 (Lat: 35.236378, Lng: -90.447058), Route carried "on" structure: County highway 599, Year Built: 1989, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 108 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 25 (year 2007), Design Load: H 15, Features Intersected: Blackfish Bayou, Facility Carried by Structure: Townsend/Z-Ew/0.34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $457,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2076, Location: 3.07 Miles So Int 639&367 (Lat: 35.236378, Lng: -90.447058), Route carried "on" structure: County highway 599, Year Built: 1989, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 108 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 25 (year 2007), Design Load: H 15, Features Intersected: Blackfish Bayou, Facility Carried by Structure: Townsend/Z-Ew/0.34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $457,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20832, Location: 1.83 Miles Se Of 17 & 367 (Lat: 35.256714, Lng: -90.440575), Route carried "on" structure: County highway 367, Year Built: 1989, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 184 (year 2007), Design Load: H 15, Features Intersected: Blackfish Bayou, Facility Carried by Structure: Russell Cemetery/E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20832, Location: 1.83 Miles Se Of 17 & 367 (Lat: 35.256714, Lng: -90.440575), Route carried "on" structure: County highway 367, Year Built: 1989, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 184 (year 2007), Design Load: H 15, Features Intersected: Blackfish Bayou, Facility Carried by Structure: Russell Cemetery/E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22884, Location: 0.4 Miles E CR 317 (Lat: 35.250058, Lng: -90.390975), Route carried "on" structure: County highway 375, Year Built: 2009, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 173 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2007), Features Intersected: Ditch, Facility Carried by Structure: Lancing/Z-Ew/1.02
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, 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), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 22884, Location: 0.4 Miles E CR 317 (Lat: 35.250058, Lng: -90.390975), Route carried "on" structure: County highway 375, Year Built: 2009, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 173 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2007), Features Intersected: Ditch, Facility Carried by Structure: Lancing/Z-Ew/1.02
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, 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), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 23583, Location: 2.59 Mi North Jct Cr 356 (Lat: 35.243783, Lng: -90.495672), Route carried "on" structure: County highway 356, Year Built: 2013, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 16 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2033), Features Intersected: Ditch Number 13, Facility Carried by Structure: Bardwell Rd/E/2.59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.7m (15.4ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 23583, Location: 2.59 Mi North Jct Cr 356 (Lat: 35.243783, Lng: -90.495672), Route carried "on" structure: County highway 356, Year Built: 2013, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 16 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2033), Features Intersected: Ditch Number 13, Facility Carried by Structure: Bardwell Rd/E/2.59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.7m (15.4ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: M1829, Location: 3.9 Mi N Jct Sh 118 Us 64 (Lat: 35.305122, Lng: -90.417419), Route carried "on" structure: State highway 118, Year Built: 1919, Year Reconstructed: 1954, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 230 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 383 (year 2028), Design Load: H 20, Features Intersected: Chatman Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.059, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Total Project Cost: $60,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M1829, Location: 3.9 Mi N Jct Sh 118 Us 64 (Lat: 35.305122, Lng: -90.417419), Route carried "on" structure: State highway 118, Year Built: 1919, Year Reconstructed: 1954, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 230 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 383 (year 2028), Design Load: H 20, Features Intersected: Chatman Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.059, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Total Project Cost: $60,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M3953, Location: 1.52 Mi North Jct Us 64 (Lat: 35.292031, Lng: -90.468589), Route carried "on" structure: State highway 149, Year Built: 1977, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 865 (year 2028), Design Load: H 15, Features Intersected: Tupelo Break
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: 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: May 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M3953, Location: 1.52 Mi North Jct Us 64 (Lat: 35.292031, Lng: -90.468589), Route carried "on" structure: State highway 149, Year Built: 1977, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 865 (year 2028), Design Load: H 15, Features Intersected: Tupelo Break
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: 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: May 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19098, Location: 0.09 Mi South Of Main St (Lat: 35.269500, Lng: -90.465611), Route carried "under" structure: City street 12510, Structure Length: 0. m, Average Daily Traffic: 1,485 (year 1983), Truck Traffic: 1%, Features Intersected: Commerce/Earle, Facility Carried by Structure: uprr/Commerce/Earl
Minimum Vertical Clearance: 3.70m (12.14ft), Kilometerpoint: 0.145, Length of Maximum Span: 0.0m
Structure Number: 19098, Location: 0.09 Mi South Of Main St (Lat: 35.269500, Lng: -90.465611), Route carried "under" structure: City street 12510, Structure Length: 0. m, Average Daily Traffic: 1,485 (year 1983), Truck Traffic: 1%, Features Intersected: Commerce/Earle, Facility Carried by Structure: uprr/Commerce/Earl
Minimum Vertical Clearance: 3.70m (12.14ft), Kilometerpoint: 0.145, Length of Maximum Span: 0.0m
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Structure Number: 19099, Location: 0.16 Mi South Of Main St (Lat: 35.268269, Lng: -90.472061), Route carried "under" structure: City street 50530, Structure Length: 0. m, Average Daily Traffic: 198 (year 1983), Truck Traffic: 1%, Features Intersected: Ruth/Earle, Facility Carried by Structure: UPRR/Ruth St/Earle
Minimum Vertical Clearance: 2.74m (8.99ft), Kilometerpoint: 0.257, Length of Maximum Span: 0.0m
Structure Number: 19099, Location: 0.16 Mi South Of Main St (Lat: 35.268269, Lng: -90.472061), Route carried "under" structure: City street 50530, Structure Length: 0. m, Average Daily Traffic: 198 (year 1983), Truck Traffic: 1%, Features Intersected: Ruth/Earle, Facility Carried by Structure: UPRR/Ruth St/Earle
Minimum Vertical Clearance: 2.74m (8.99ft), Kilometerpoint: 0.257, Length of Maximum Span: 0.0m
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Structure Number: M3481, Location: Earle, Ark (Lat: 35.269489, Lng: -90.461000), Route carried "under" structure: State highway 149, Structure Length: 0. m, Average Daily Traffic: 720 (year 2014), Truck Traffic: 1%, Features Intersected: Sh-149/Sec-4/L-9.58, Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 15.434, Length of Maximum Span: 0.0m
Structure Number: M3481, Location: Earle, Ark (Lat: 35.269489, Lng: -90.461000), Route carried "under" structure: State highway 149, Structure Length: 0. m, Average Daily Traffic: 720 (year 2014), Truck Traffic: 1%, Features Intersected: Sh-149/Sec-4/L-9.58, Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 15.434, Length of Maximum Span: 0.0m