Bridge Statistics for Pine Bluff, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 199Number of bridges
- 4,400ft / 1,341mTotal length
- $13,201,000Total costs
- 1,066,902Total average daily traffic
- 60,501Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pine Bluff
- No street view available for this location
- New bridges - historical statistics
- 41920-1929
- 11930-1939
- 31940-1949
- 121950-1959
- 31960-1969
- 151970-1979
- 51980-1989
- 751990-1999
- 102000-2009
- 172010-2019
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 21960-1969
- 21970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 22.1%Very good
- 67.3%Good
- 9.7%Satisfactory
- 0.9%Fair
- Bridge Condition - Superstructure
- 3.5%Excellent
- 45.1%Very good
- 38.9%Good
- 8.0%Satisfactory
- 4.4%Fair
- Bridge Condition - Substructure
- 3.5%Excellent
- 38.9%Very good
- 43.4%Good
- 8.0%Satisfactory
- 2.7%Fair
- 3.5%Poor
- Bridge Condition - Channel
- 3.8%Excellent
- 40.6%Very good
- 38.7%Good
- 15.1%Satisfactory
- 1.9%Fair
- Bridge Condition - Culverts
- 18.8%Excellent
- 28.1%Very good
- 31.3%Good
- 12.5%Satisfactory
- 9.4%Poor
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Structure Number: M1199, Location: 0.4 Mi N US 79/65B-PB (Lat: 34.236969, Lng: -92.044839), Route carried "on" structure: State highway 365, Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 14,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 20,267 (year 2028), Design Load: H 15, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.927, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, 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: Very good, Operating Rating: 39.9 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, 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: September 2020
Structure Number: M1199, Location: 0.4 Mi N US 79/65B-PB (Lat: 34.236969, Lng: -92.044839), Route carried "on" structure: State highway 365, Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 14,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 20,267 (year 2028), Design Load: H 15, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.927, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, 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: Very good, Operating Rating: 39.9 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, 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: September 2020
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Structure Number: M1201, Location: 0.3 Mi W US 425-PineBluff (Lat: 34.194839, Lng: -91.928528), Route carried "on" structure: US 65, Year Built: 1930, Year Reconstructed: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 12,700 (year 2038), Design Load: H 15, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.428, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), 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: Very 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: October 2020
Structure Number: M1201, Location: 0.3 Mi W US 425-PineBluff (Lat: 34.194839, Lng: -91.928528), Route carried "on" structure: US 65, Year Built: 1930, Year Reconstructed: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 12,700 (year 2038), Design Load: H 15, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.428, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), 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: Very 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: October 2020
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Structure Number: M1746, Location: 0.3 Mi W I-530-PineBluff (Lat: 34.215800, Lng: -92.076461), Route carried "on" structure: State highway 190, Year Built: 1955, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 440 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2038), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M1746, Location: 0.3 Mi W I-530-PineBluff (Lat: 34.215800, Lng: -92.076461), Route carried "on" structure: State highway 190, Year Built: 1955, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 440 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2038), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M1747, Location: 0.3 Mi W I-530-PineBluff (Lat: 34.215800, Lng: -92.077350), Route carried "on" structure: State highway 190, Year Built: 1955, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 440 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2038), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Total Project Cost: $42,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M1747, Location: 0.3 Mi W I-530-PineBluff (Lat: 34.215800, Lng: -92.077350), Route carried "on" structure: State highway 190, Year Built: 1955, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 440 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2038), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Total Project Cost: $42,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M3278, Location: 1.20 Mi W US79-WatsonChpl (Lat: 34.188594, Lng: -92.084125), Route carried "on" structure: State highway 54, Year Built: 1970, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 7,400 (year 2038), Design Load: H 15, Features Intersected: Nevins Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Roadway Improvement Cost: $324,000, Total Project Cost: $664,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M3278, Location: 1.20 Mi W US79-WatsonChpl (Lat: 34.188594, Lng: -92.084125), Route carried "on" structure: State highway 54, Year Built: 1970, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 6,500 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 7,400 (year 2038), Design Load: H 15, Features Intersected: Nevins Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Roadway Improvement Cost: $324,000, Total Project Cost: $664,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: X0959, Location: 0.6 MI E US 65B-PineBluff (Lat: 34.212997, Lng: -91.955372), Route carried "on" structure: US 63, Year Built: 1998, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,207 (year 2028), Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.254, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: X0959, Location: 0.6 MI E US 65B-PineBluff (Lat: 34.212997, Lng: -91.955372), Route carried "on" structure: US 63, Year Built: 1998, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,207 (year 2028), Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.254, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: X0961, Location: 1.5 MI E US 65B-PineBluff (Lat: 34.214644, Lng: -91.939581), Route carried "on" structure: US 63, Year Built: 1998, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,207 (year 2028), Design Load: H 20, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Very good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: X0961, Location: 1.5 MI E US 65B-PineBluff (Lat: 34.214644, Lng: -91.939581), Route carried "on" structure: US 63, Year Built: 1998, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,207 (year 2028), Design Load: H 20, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Very good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: X1003, Location: 0.1 MI E US 65B-PineBluff (Lat: 34.213008, Lng: -91.963275), Route carried "on" structure: US 63, Year Built: 1998, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,207 (year 2028), Design Load: H 20, Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.027, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: X1003, Location: 0.1 MI E US 65B-PineBluff (Lat: 34.213008, Lng: -91.963275), Route carried "on" structure: US 63, Year Built: 1998, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,207 (year 2028), Design Load: H 20, Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.027, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: X1004, Location: 0.8 Mi E US 63-PineBluff (Lat: 34.172311, Lng: -91.993900), Route carried "on" structure: Interstate 530, Year Built: 1997, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 23,900 (year 2038), Design Load: H 20, Features Intersected: Imbeau Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.570, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 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, 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
Structure Number: X1004, Location: 0.8 Mi E US 63-PineBluff (Lat: 34.172311, Lng: -91.993900), Route carried "on" structure: Interstate 530, Year Built: 1997, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 23,900 (year 2038), Design Load: H 20, Features Intersected: Imbeau Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.570, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 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, 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
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Structure Number: X1045, Location: @ Indiana St.-Pine Bluff (Lat: 34.223900, Lng: -91.993969), Route carried "on" structure: State highway 190, Year Built: 1925, Year Reconstructed: 1955, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 2,346 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,963 (year 2028), Design Load: H 20, Features Intersected: Bayou Imbeau
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.624, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present 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 2021
Structure Number: X1045, Location: @ Indiana St.-Pine Bluff (Lat: 34.223900, Lng: -91.993969), Route carried "on" structure: State highway 190, Year Built: 1925, Year Reconstructed: 1955, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 2,346 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,963 (year 2028), Design Load: H 20, Features Intersected: Bayou Imbeau
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.624, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present 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 2021
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Structure Number: X1046, Location: @ Virginia St-PineBluff (Lat: 34.224800, Lng: -91.994747), Route carried "on" structure: State highway 190, Year Built: 1925, Year Reconstructed: 1955, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,011 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,963 (year 2028), Design Load: H 20, Features Intersected: Bayou Imbeau
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.576, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present 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 2021
Structure Number: X1046, Location: @ Virginia St-PineBluff (Lat: 34.224800, Lng: -91.994747), Route carried "on" structure: State highway 190, Year Built: 1925, Year Reconstructed: 1955, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,011 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,963 (year 2028), Design Load: H 20, Features Intersected: Bayou Imbeau
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.576, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present 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 2021
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Structure Number: X1329, Location: 0.4 Mi N CR 35-Pinebergen (Lat: 34.106606, Lng: -91.970339), Route carried "on" structure: State highway 530, Year Built: 2011, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 54,400 (year 2028), Design Load: HS 20+Mod, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.127, 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: 2, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Very good, Culverts: Excellent, 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: August 2021
Structure Number: X1329, Location: 0.4 Mi N CR 35-Pinebergen (Lat: 34.106606, Lng: -91.970339), Route carried "on" structure: State highway 530, Year Built: 2011, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 54,400 (year 2028), Design Load: HS 20+Mod, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.127, 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: 2, Length of Maximum Span: 2.9m (9.5ft)
Condition: Channel: Very good, Culverts: Excellent, 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: August 2021
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Structure Number: X133, Location: 0.41 Mi S I-530-PineBluff (Lat: 34.168219, Lng: -91.985681), Route carried "on" structure: State highway 530, Year Built: 2011, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 54,400 (year 2028), Design Load: HS 20, Features Intersected: Imbeau Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 39.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: X133, Location: 0.41 Mi S I-530-PineBluff (Lat: 34.168219, Lng: -91.985681), Route carried "on" structure: State highway 530, Year Built: 2011, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 54,400 (year 2028), Design Load: HS 20, Features Intersected: Imbeau Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 39.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: X1331, Location: 1.4 Mi N US 65B-UAPB (Lat: 34.249375, Lng: -92.017475), Route carried "on" structure: Business US 79, Year Built: 2013, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,467 (year 2028), Design Load: HS 20, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.431, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: X1331, Location: 1.4 Mi N US 65B-UAPB (Lat: 34.249375, Lng: -92.017475), Route carried "on" structure: Business US 79, Year Built: 2013, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 16,467 (year 2028), Design Load: HS 20, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.431, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: X1539, Location: 0.51 Mi W US63-Pinebergen (Lat: 34.100489, Lng: -92.001358), Route carried "on" structure: State highway 54, Year Built: 2018, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 510 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 836 (year 2028), Design Load: HL 93, Features Intersected: Sandy Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: X1539, Location: 0.51 Mi W US63-Pinebergen (Lat: 34.100489, Lng: -92.001358), Route carried "on" structure: State highway 54, Year Built: 2018, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 510 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 836 (year 2028), Design Load: HL 93, Features Intersected: Sandy Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: CEPSWLAR13LEEBC, Location: Lee Creek Park, AR (Lat: 35.438786, Lng: -94.367942), Route carried "on" structure: Federal lands road , Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2015), Average Future Daily Traffic: 75 (year 2041), Design Load: HS 20, Features Intersected: Lee Creek Park Entrance, Facility Carried by Structure: Park Entrance Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $2,000, Total Project Cost: $32,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: CEPSWLAR13LEEBC, Location: Lee Creek Park, AR (Lat: 35.438786, Lng: -94.367942), Route carried "on" structure: Federal lands road , Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2015), Average Future Daily Traffic: 75 (year 2041), Design Load: HS 20, Features Intersected: Lee Creek Park Entrance, Facility Carried by Structure: Park Entrance Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $2,000, Total Project Cost: $32,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: CEPSWLARSANDERS, Location: 12.8 KM NE of Pine Bluff (Lat: 34.248611, Lng: -91.904167), Route carried "on" structure: US 63, Year Built: 1996, Status: Open, Structure Length: 291.94m (957.81ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 7,030 (year 2037), Design Load: HS 20, Features Intersected: Emmett Sanders Lock&Dam
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.263, Lanes on structure: 2, Base Highway Network: Yes, Owner: Corps of Engineers (Civil), Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Navigation Control: Yes ( Vertical Clearance: 15.7m (51.5ft), Horizontal Clearance: 33.4m (109.6ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Number Of Approach Spans: 91, Length of Maximum Span: 48.7m (159.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.45m (1.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $3,000, Total Project Cost: $44,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: CEPSWLARSANDERS, Location: 12.8 KM NE of Pine Bluff (Lat: 34.248611, Lng: -91.904167), Route carried "on" structure: US 63, Year Built: 1996, Status: Open, Structure Length: 291.94m (957.81ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 7,030 (year 2037), Design Load: HS 20, Features Intersected: Emmett Sanders Lock&Dam
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.263, Lanes on structure: 2, Base Highway Network: Yes, Owner: Corps of Engineers (Civil), Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Navigation Control: Yes ( Vertical Clearance: 15.7m (51.5ft), Horizontal Clearance: 33.4m (109.6ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Number Of Approach Spans: 91, Length of Maximum Span: 48.7m (159.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.45m (1.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $3,000, Total Project Cost: $44,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: DAPAMCPIN000021, Location: 0.3 MI SW OF MCCOY RD (Lat: 34.299331, Lng: -92.055339), Route carried "on" structure: Other road , Year Built: 1955, Status: Posted for load, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 25 (year 2040), Features Intersected: PRODUCTION CREEK, Facility Carried by Structure: GLADE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 14.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Superior 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: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2018, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2018)
Structure Number: DAPAMCPIN000021, Location: 0.3 MI SW OF MCCOY RD (Lat: 34.299331, Lng: -92.055339), Route carried "on" structure: Other road , Year Built: 1955, Status: Posted for load, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 25 (year 2040), Features Intersected: PRODUCTION CREEK, Facility Carried by Structure: GLADE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 14.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Superior 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: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2018, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2018)
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Structure Number: DAPAMCPIN000155, Location: 500 FT NE OF AVE 6192 (Lat: 34.356669, Lng: -92.129989), Route carried "on" structure: Other road , Year Built: 1955, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 500 (year 2018), Average Future Daily Traffic: 600 (year 2042), Design Load: HS 20, Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: ROEMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
Structure Number: DAPAMCPIN000155, Location: 500 FT NE OF AVE 6192 (Lat: 34.356669, Lng: -92.129989), Route carried "on" structure: Other road , Year Built: 1955, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 500 (year 2018), Average Future Daily Traffic: 600 (year 2042), Design Load: HS 20, Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: ROEMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
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Structure Number: DAPAMCPIN000168, Location: PINE BLUFF ARSENAL (Lat: 34.331900, Lng: -92.087219), Route carried "on" structure: Other road , Year Built: 1955, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 100 (year 2042), Design Load: HS 20, Features Intersected: TULLEY CREEK, Facility Carried by Structure: MCCOY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
Structure Number: DAPAMCPIN000168, Location: PINE BLUFF ARSENAL (Lat: 34.331900, Lng: -92.087219), Route carried "on" structure: Other road , Year Built: 1955, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 100 (year 2042), Design Load: HS 20, Features Intersected: TULLEY CREEK, Facility Carried by Structure: MCCOY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Army, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
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Structure Number: DAPAMCPIN000221, Location: PINE BLUFF ARSENAL, AR (Lat: 34.353639, Lng: -92.111681), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2042), Design Load: HS 20, Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: 507TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
Structure Number: DAPAMCPIN000221, Location: PINE BLUFF ARSENAL, AR (Lat: 34.353639, Lng: -92.111681), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2042), Design Load: HS 20, Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: 507TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
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Structure Number: DAPAMCPIN00066, Location: PINE BLUFF ARSENAL, AR (Lat: 34.351211, Lng: -92.113900), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 150 (year 2020), Average Future Daily Traffic: 250 (year 2042), Design Load: HS 20, Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: 504TH ST EXT T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
Structure Number: DAPAMCPIN00066, Location: PINE BLUFF ARSENAL, AR (Lat: 34.351211, Lng: -92.113900), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 150 (year 2020), Average Future Daily Traffic: 250 (year 2042), Design Load: HS 20, Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: 504TH ST EXT T
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
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Structure Number: DAPAMCPIN00067, Location: BTWN RR & 504 ST EXT T (Lat: 34.351589, Lng: -92.113481), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2042), Design Load: HS 20, Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: PATROL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
Structure Number: DAPAMCPIN00067, Location: BTWN RR & 504 ST EXT T (Lat: 34.351589, Lng: -92.113481), Route carried "on" structure: Other road , Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2042), Design Load: HS 20, Features Intersected: PHILLIPS CREEK, Facility Carried by Structure: PATROL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020)
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Structure Number: DAPAMCPIN0A2321, Location: HOADLEY RD GATE (Lat: 34.301450, Lng: -92.087281), Route carried "on" structure: Other road , Year Built: 1969, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 2,700 (year 2020), Average Future Daily Traffic: 4,000 (year 2042), Design Load: HS 20, Features Intersected: ARMY & UNION PACIFIC RR, Facility Carried by Structure: Hoadley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.46m (27.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DAPAMCPIN0A2321, Location: HOADLEY RD GATE (Lat: 34.301450, Lng: -92.087281), Route carried "on" structure: Other road , Year Built: 1969, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 2,700 (year 2020), Average Future Daily Traffic: 4,000 (year 2042), Design Load: HS 20, Features Intersected: ARMY & UNION PACIFIC RR, Facility Carried by Structure: Hoadley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.46m (27.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3985, Location: 0.7 Mi W US 79B-PineBluff (Lat: 34.229911, Lng: -92.032450), Route carried "under" structure: City street 9645, Structure Length: 0. m, Average Daily Traffic: 400 (year 1989), Truck Traffic: 30%, Features Intersected: Pitts Street, Facility Carried by Structure: US 65B-14 LM 3.98
Minimum Vertical Clearance: 7.10m (23.29ft), Kilometerpoint: 0.016, Length of Maximum Span: 0.0m
Structure Number: 3985, Location: 0.7 Mi W US 79B-PineBluff (Lat: 34.229911, Lng: -92.032450), Route carried "under" structure: City street 9645, Structure Length: 0. m, Average Daily Traffic: 400 (year 1989), Truck Traffic: 30%, Features Intersected: Pitts Street, Facility Carried by Structure: US 65B-14 LM 3.98
Minimum Vertical Clearance: 7.10m (23.29ft), Kilometerpoint: 0.016, Length of Maximum Span: 0.0m
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Structure Number: 5406, Location: @ Mulberry St-Pine Bluff (Lat: 34.229350, Lng: -92.015900), Route carried "under" structure: Business US 65, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2014), Truck Traffic: 1%, Features Intersected: US 65B NB & SB LANES, Facility Carried by Structure: Pedestrian Walkway
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 7.918, Length of Maximum Span: 0.0m
Structure Number: 5406, Location: @ Mulberry St-Pine Bluff (Lat: 34.229350, Lng: -92.015900), Route carried "under" structure: Business US 65, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2014), Truck Traffic: 1%, Features Intersected: US 65B NB & SB LANES, Facility Carried by Structure: Pedestrian Walkway
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 7.918, Length of Maximum Span: 0.0m
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Structure Number: 5406, Location: @ Mulberry St-Pine Bluff (Lat: 34.229350, Lng: -92.015900), Route carried "under" structure: Business US 65, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2014), Truck Traffic: 1%, Features Intersected: US 65B NB & SB LANES, Facility Carried by Structure: Pedestrian Walkway
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 7.918, Length of Maximum Span: 0.0m
Structure Number: 5406, Location: @ Mulberry St-Pine Bluff (Lat: 34.229350, Lng: -92.015900), Route carried "under" structure: Business US 65, Structure Length: 0. m, Average Daily Traffic: 4,500 (year 2014), Truck Traffic: 1%, Features Intersected: US 65B NB & SB LANES, Facility Carried by Structure: Pedestrian Walkway
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 7.918, Length of Maximum Span: 0.0m
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Structure Number: 5422, Location: I-530/SH190-PineBluffMall (Lat: 34.204681, Lng: -91.967489), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2014), Truck Traffic: 1%, Features Intersected: SH 190 NB & SB LANES, Facility Carried by Structure: US 63 (RAMP 9)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 13.937, Length of Maximum Span: 0.0m
Structure Number: 5422, Location: I-530/SH190-PineBluffMall (Lat: 34.204681, Lng: -91.967489), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2014), Truck Traffic: 1%, Features Intersected: SH 190 NB & SB LANES, Facility Carried by Structure: US 63 (RAMP 9)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 13.937, Length of Maximum Span: 0.0m
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Structure Number: 5422, Location: I-530/SH190-PineBluffMall (Lat: 34.204681, Lng: -91.967489), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2014), Truck Traffic: 1%, Features Intersected: SH 190 NB & SB LANES, Facility Carried by Structure: US 63 (RAMP 9)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 13.937, Length of Maximum Span: 0.0m
Structure Number: 5422, Location: I-530/SH190-PineBluffMall (Lat: 34.204681, Lng: -91.967489), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2014), Truck Traffic: 1%, Features Intersected: SH 190 NB & SB LANES, Facility Carried by Structure: US 63 (RAMP 9)
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 13.937, Length of Maximum Span: 0.0m
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Structure Number: 5423, Location: 1.31 Mi E 63B & 79B-PB (Lat: 34.228250, Lng: -91.989439), Route carried "under" structure: City street 40510, Structure Length: 0. m, Average Daily Traffic: 4,534 (year 1983), Truck Traffic: 1%, Features Intersected: Nebraska St, SLSW/UNPAC, Facility Carried by Structure: US 65-14B LM 6.46
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.129, Length of Maximum Span: 0.0m
Structure Number: 5423, Location: 1.31 Mi E 63B & 79B-PB (Lat: 34.228250, Lng: -91.989439), Route carried "under" structure: City street 40510, Structure Length: 0. m, Average Daily Traffic: 4,534 (year 1983), Truck Traffic: 1%, Features Intersected: Nebraska St, SLSW/UNPAC, Facility Carried by Structure: US 65-14B LM 6.46
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.129, Length of Maximum Span: 0.0m
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Structure Number: 5423, Location: 1.31 Mi E 63B & 79B-PB (Lat: 34.228250, Lng: -91.989439), Route carried "under" structure: Other road 64450, Structure Length: 0. m, Average Daily Traffic: 630 (year 1983), Truck Traffic: 1%, Features Intersected: Nebraska St, SLSW/UNPAC, Facility Carried by Structure: US 65-14B LM 6.46
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.032, Length of Maximum Span: 0.0m
Structure Number: 5423, Location: 1.31 Mi E 63B & 79B-PB (Lat: 34.228250, Lng: -91.989439), Route carried "under" structure: Other road 64450, Structure Length: 0. m, Average Daily Traffic: 630 (year 1983), Truck Traffic: 1%, Features Intersected: Nebraska St, SLSW/UNPAC, Facility Carried by Structure: US 65-14B LM 6.46
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.032, Length of Maximum Span: 0.0m
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Structure Number: 6255, Location: @ NW Interchange-PineBluf (Lat: 34.244511, Lng: -92.093281), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-530 NB & SB LANES, Facility Carried by Structure: US 65B SB LANE
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 56.729, Length of Maximum Span: 0.0m
Structure Number: 6255, Location: @ NW Interchange-PineBluf (Lat: 34.244511, Lng: -92.093281), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-530 NB & SB LANES, Facility Carried by Structure: US 65B SB LANE
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 56.729, Length of Maximum Span: 0.0m
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Structure Number: 6255, Location: @ NW Interchange-PineBluf (Lat: 34.244511, Lng: -92.093281), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-530 NB & SB LANES, Facility Carried by Structure: US 65B SB LANE
Minimum Vertical Clearance: 5.57m (18.27ft), Kilometerpoint: 56.729, Length of Maximum Span: 0.0m
Structure Number: 6255, Location: @ NW Interchange-PineBluf (Lat: 34.244511, Lng: -92.093281), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-530 NB & SB LANES, Facility Carried by Structure: US 65B SB LANE
Minimum Vertical Clearance: 5.57m (18.27ft), Kilometerpoint: 56.729, Length of Maximum Span: 0.0m
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Structure Number: 6256, Location: @ NW Interchange-PineBluf (Lat: 34.244047, Lng: -92.088892), Route carried "under" structure: Business US 65, Structure Length: 0. m, Average Daily Traffic: 3,150 (year 2014), Truck Traffic: 16%, Features Intersected: US 65B & I-530 NB/SB LNS
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.821, Length of Maximum Span: 0.0m
Structure Number: 6256, Location: @ NW Interchange-PineBluf (Lat: 34.244047, Lng: -92.088892), Route carried "under" structure: Business US 65, Structure Length: 0. m, Average Daily Traffic: 3,150 (year 2014), Truck Traffic: 16%, Features Intersected: US 65B & I-530 NB/SB LNS
Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.821, Length of Maximum Span: 0.0m
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Structure Number: 6256, Location: @ NW Interchange-PineBluf (Lat: 34.244047, Lng: -92.088892), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 16%, Features Intersected: US 65B & I-530 NB/SB LNS, Facility Carried by Structure: US 65B (RAMP "C")
Minimum Vertical Clearance: 6.73m (22.08ft), Kilometerpoint: 57.051, Length of Maximum Span: 0.0m
Structure Number: 6256, Location: @ NW Interchange-PineBluf (Lat: 34.244047, Lng: -92.088892), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 16%, Features Intersected: US 65B & I-530 NB/SB LNS, Facility Carried by Structure: US 65B (RAMP "C")
Minimum Vertical Clearance: 6.73m (22.08ft), Kilometerpoint: 57.051, Length of Maximum Span: 0.0m
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Structure Number: 6256, Location: @ NW Interchange-PineBluf (Lat: 34.244047, Lng: -92.088892), Route carried "under" structure: Business US 65, Structure Length: 0. m, Average Daily Traffic: 3,150 (year 2014), Truck Traffic: 16%, Features Intersected: US 65B & I-530 NB/SB LNS
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.821, Length of Maximum Span: 0.0m
Structure Number: 6256, Location: @ NW Interchange-PineBluf (Lat: 34.244047, Lng: -92.088892), Route carried "under" structure: Business US 65, Structure Length: 0. m, Average Daily Traffic: 3,150 (year 2014), Truck Traffic: 16%, Features Intersected: US 65B & I-530 NB/SB LNS
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.821, Length of Maximum Span: 0.0m
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Structure Number: 6256, Location: @ NW Interchange-PineBluf (Lat: 34.244047, Lng: -92.088892), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 16%, Features Intersected: US 65B & I-530 NB/SB LNS, Facility Carried by Structure: US 65B (RAMP "C")
Minimum Vertical Clearance: 5.60m (18.37ft), Kilometerpoint: 57.051, Length of Maximum Span: 0.0m
Structure Number: 6256, Location: @ NW Interchange-PineBluf (Lat: 34.244047, Lng: -92.088892), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 10,500 (year 2014), Truck Traffic: 16%, Features Intersected: US 65B & I-530 NB/SB LNS, Facility Carried by Structure: US 65B (RAMP "C")
Minimum Vertical Clearance: 5.60m (18.37ft), Kilometerpoint: 57.051, Length of Maximum Span: 0.0m
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Structure Number: 6274, Location: @ SE Interchange-PineBluf (Lat: 34.202539, Lng: -91.966269), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2013), Truck Traffic: 1%, Features Intersected: I-530 & SH 190 RAMP6,8/9, Facility Carried by Structure: US 63 RAMP 1 (NB)
Minimum Vertical Clearance: 10.42m (34.19ft), Kilometerpoint: 14.194, Length of Maximum Span: 0.0m
Structure Number: 6274, Location: @ SE Interchange-PineBluf (Lat: 34.202539, Lng: -91.966269), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2013), Truck Traffic: 1%, Features Intersected: I-530 & SH 190 RAMP6,8/9, Facility Carried by Structure: US 63 RAMP 1 (NB)
Minimum Vertical Clearance: 10.42m (34.19ft), Kilometerpoint: 14.194, Length of Maximum Span: 0.0m
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Structure Number: 6274, Location: @ SE Interchange-PineBluf (Lat: 34.202539, Lng: -91.966269), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2013), Truck Traffic: 1%, Features Intersected: I-530 & SH 190 RAMP6,8/9, Facility Carried by Structure: US 63 RAMP 1 (NB)
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 74.706, Length of Maximum Span: 0.0m
Structure Number: 6274, Location: @ SE Interchange-PineBluf (Lat: 34.202539, Lng: -91.966269), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2013), Truck Traffic: 1%, Features Intersected: I-530 & SH 190 RAMP6,8/9, Facility Carried by Structure: US 63 RAMP 1 (NB)
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 74.706, Length of Maximum Span: 0.0m
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Structure Number: 6274, Location: @ SE Interchange-PineBluf (Lat: 34.202539, Lng: -91.966269), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2013), Truck Traffic: 1%, Features Intersected: I-530 & SH 190 RAMP6,8/9, Facility Carried by Structure: US 63 RAMP 1 (NB)
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 74.722, Length of Maximum Span: 0.0m
Structure Number: 6274, Location: @ SE Interchange-PineBluf (Lat: 34.202539, Lng: -91.966269), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2013), Truck Traffic: 1%, Features Intersected: I-530 & SH 190 RAMP6,8/9, Facility Carried by Structure: US 63 RAMP 1 (NB)
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 74.722, Length of Maximum Span: 0.0m
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Structure Number: 6274, Location: @ SE Interchange-PineBluf (Lat: 34.202539, Lng: -91.966269), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2013), Truck Traffic: 1%, Features Intersected: I-530 & SH 190 RAMP6,8/9, Facility Carried by Structure: US 63 RAMP 1 (NB)
Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 14.211, Length of Maximum Span: 0.0m
Structure Number: 6274, Location: @ SE Interchange-PineBluf (Lat: 34.202539, Lng: -91.966269), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2013), Truck Traffic: 1%, Features Intersected: I-530 & SH 190 RAMP6,8/9, Facility Carried by Structure: US 63 RAMP 1 (NB)
Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 14.211, Length of Maximum Span: 0.0m
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Structure Number: 6275, Location: @ SE Interchange-PineBluf (Lat: 34.203906, Lng: -91.966864), Route carried "under" structure: Ramp US 63, Structure Length: 0. m, Average Daily Traffic: 3,650 (year 2014), Truck Traffic: 1%, Features Intersected: US63/SH190 Ramps 4,6,8&9
Minimum Vertical Clearance: 6.91m (22.67ft), Kilometerpoint: 18.234, Length of Maximum Span: 0.0m
Structure Number: 6275, Location: @ SE Interchange-PineBluf (Lat: 34.203906, Lng: -91.966864), Route carried "under" structure: Ramp US 63, Structure Length: 0. m, Average Daily Traffic: 3,650 (year 2014), Truck Traffic: 1%, Features Intersected: US63/SH190 Ramps 4,6,8&9
Minimum Vertical Clearance: 6.91m (22.67ft), Kilometerpoint: 18.234, Length of Maximum Span: 0.0m
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Structure Number: 6275, Location: @ SE Interchange-PineBluf (Lat: 34.203906, Lng: -91.966864), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2014), Truck Traffic: 1%, Features Intersected: US63/SH190 Ramps 4,6,8&9, Facility Carried by Structure: US 63 RAMP 2
Minimum Vertical Clearance: 9.60m (31.50ft), Kilometerpoint: 14.033, Length of Maximum Span: 0.0m
Structure Number: 6275, Location: @ SE Interchange-PineBluf (Lat: 34.203906, Lng: -91.966864), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2014), Truck Traffic: 1%, Features Intersected: US63/SH190 Ramps 4,6,8&9, Facility Carried by Structure: US 63 RAMP 2
Minimum Vertical Clearance: 9.60m (31.50ft), Kilometerpoint: 14.033, Length of Maximum Span: 0.0m
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Structure Number: 6275, Location: @ SE Interchange-PineBluf (Lat: 34.203906, Lng: -91.966864), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2014), Truck Traffic: 1%, Features Intersected: US63/SH190 Ramps 4,6,8&9, Facility Carried by Structure: US 63 RAMP 2
Minimum Vertical Clearance: 8.74m (28.67ft), Kilometerpoint: 14.017, Length of Maximum Span: 0.0m
Structure Number: 6275, Location: @ SE Interchange-PineBluf (Lat: 34.203906, Lng: -91.966864), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 4,250 (year 2014), Truck Traffic: 1%, Features Intersected: US63/SH190 Ramps 4,6,8&9, Facility Carried by Structure: US 63 RAMP 2
Minimum Vertical Clearance: 8.74m (28.67ft), Kilometerpoint: 14.017, Length of Maximum Span: 0.0m
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Structure Number: 6275, Location: @ SE Interchange-PineBluf (Lat: 34.203906, Lng: -91.966864), Route carried "under" structure: Ramp US 63, Structure Length: 0. m, Average Daily Traffic: 3,650 (year 2014), Truck Traffic: 1%, Features Intersected: US63/SH190 Ramps 4,6,8&9
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 18.359, Length of Maximum Span: 0.0m
Structure Number: 6275, Location: @ SE Interchange-PineBluf (Lat: 34.203906, Lng: -91.966864), Route carried "under" structure: Ramp US 63, Structure Length: 0. m, Average Daily Traffic: 3,650 (year 2014), Truck Traffic: 1%, Features Intersected: US63/SH190 Ramps 4,6,8&9
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 18.359, Length of Maximum Span: 0.0m
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Structure Number: 6582, Location: 2.3 Mi NE US65B-PineBluff (Lat: 34.224072, Lng: -91.934333), Route carried "under" structure: County highway 433, Structure Length: 0. m, Average Daily Traffic: 50 (year 2010), Truck Traffic: 1%, Features Intersected: UP & ST. Louis SW RRs, Facility Carried by Structure: US 63-13 LM 8.29
Minimum Vertical Clearance: 9.44m (30.97ft), Kilometerpoint: 1.159, Length of Maximum Span: 0.0m
Structure Number: 6582, Location: 2.3 Mi NE US65B-PineBluff (Lat: 34.224072, Lng: -91.934333), Route carried "under" structure: County highway 433, Structure Length: 0. m, Average Daily Traffic: 50 (year 2010), Truck Traffic: 1%, Features Intersected: UP & ST. Louis SW RRs, Facility Carried by Structure: US 63-13 LM 8.29
Minimum Vertical Clearance: 9.44m (30.97ft), Kilometerpoint: 1.159, Length of Maximum Span: 0.0m
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Structure Number: 7096, Location: @ Jct I-530-Pine Bluff (Lat: 34.177683, Lng: -91.988561), Route carried "under" structure: City street 42160, Structure Length: 0. m, Average Daily Traffic: 100 (year 1995), Truck Traffic: 1%, Features Intersected: Ohio Street, Facility Carried by Structure: SH 530 (RAMP WS)
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 4.538, Length of Maximum Span: 0.0m
Structure Number: 7096, Location: @ Jct I-530-Pine Bluff (Lat: 34.177683, Lng: -91.988561), Route carried "under" structure: City street 42160, Structure Length: 0. m, Average Daily Traffic: 100 (year 1995), Truck Traffic: 1%, Features Intersected: Ohio Street, Facility Carried by Structure: SH 530 (RAMP WS)
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 4.538, Length of Maximum Span: 0.0m
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Structure Number: 7097, Location: @ Jct I-530-Pine Bluff (Lat: 34.177000, Lng: -91.987711), Route carried "under" structure: City street 42160, Structure Length: 0. m, Average Daily Traffic: 100 (year 1995), Truck Traffic: 1%, Features Intersected: Ohio Street, Facility Carried by Structure: SH 530 (RAMP NE)
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 4.490, Length of Maximum Span: 0.0m
Structure Number: 7097, Location: @ Jct I-530-Pine Bluff (Lat: 34.177000, Lng: -91.987711), Route carried "under" structure: City street 42160, Structure Length: 0. m, Average Daily Traffic: 100 (year 1995), Truck Traffic: 1%, Features Intersected: Ohio Street, Facility Carried by Structure: SH 530 (RAMP NE)
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 4.490, Length of Maximum Span: 0.0m
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Structure Number: 7101, Location: @ Jct I-530-Pine Bluff (Lat: 34.176550, Lng: -91.990181), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2013), Truck Traffic: 1%, Features Intersected: I-530
Minimum Vertical Clearance: 9.32m (30.58ft), Kilometerpoint: 70.779, Length of Maximum Span: 0.0m
Structure Number: 7101, Location: @ Jct I-530-Pine Bluff (Lat: 34.176550, Lng: -91.990181), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2013), Truck Traffic: 1%, Features Intersected: I-530
Minimum Vertical Clearance: 9.32m (30.58ft), Kilometerpoint: 70.779, Length of Maximum Span: 0.0m
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Structure Number: 7101, Location: @ Jct I-530-Pine Bluff (Lat: 34.176550, Lng: -91.990181), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2013), Truck Traffic: 4%, Features Intersected: I-530
Minimum Vertical Clearance: 7.89m (25.89ft), Kilometerpoint: 70.779, Length of Maximum Span: 0.0m
Structure Number: 7101, Location: @ Jct I-530-Pine Bluff (Lat: 34.176550, Lng: -91.990181), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2013), Truck Traffic: 4%, Features Intersected: I-530
Minimum Vertical Clearance: 7.89m (25.89ft), Kilometerpoint: 70.779, Length of Maximum Span: 0.0m
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Structure Number: 7101, Location: @ Jct I-530-Pine Bluff (Lat: 34.176550, Lng: -91.990181), Route carried "under" structure: State highway 530, Structure Length: 0. m, Average Daily Traffic: 600 (year 2014), Truck Traffic: 1%, Features Intersected: I-530
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.386, Length of Maximum Span: 0.0m
Structure Number: 7101, Location: @ Jct I-530-Pine Bluff (Lat: 34.176550, Lng: -91.990181), Route carried "under" structure: State highway 530, Structure Length: 0. m, Average Daily Traffic: 600 (year 2014), Truck Traffic: 1%, Features Intersected: I-530
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.386, Length of Maximum Span: 0.0m
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Structure Number: 7101, Location: @ Jct I-530-Pine Bluff (Lat: 34.176550, Lng: -91.990181), Route carried "under" structure: State highway 530, Structure Length: 0. m, Average Daily Traffic: 600 (year 2014), Truck Traffic: 1%, Features Intersected: I-530
Minimum Vertical Clearance: 6.85m (22.47ft), Kilometerpoint: 0.064, Length of Maximum Span: 0.0m
Structure Number: 7101, Location: @ Jct I-530-Pine Bluff (Lat: 34.176550, Lng: -91.990181), Route carried "under" structure: State highway 530, Structure Length: 0. m, Average Daily Traffic: 600 (year 2014), Truck Traffic: 1%, Features Intersected: I-530
Minimum Vertical Clearance: 6.85m (22.47ft), Kilometerpoint: 0.064, Length of Maximum Span: 0.0m
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Structure Number: 7102, Location: @ Jct I-530-Pine Bluff (Lat: 34.174536, Lng: -91.991842), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2013), Truck Traffic: 1%, Features Intersected: I-530
Minimum Vertical Clearance: 6.03m (19.78ft), Kilometerpoint: 71.053, Length of Maximum Span: 0.0m
Structure Number: 7102, Location: @ Jct I-530-Pine Bluff (Lat: 34.174536, Lng: -91.991842), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2013), Truck Traffic: 1%, Features Intersected: I-530
Minimum Vertical Clearance: 6.03m (19.78ft), Kilometerpoint: 71.053, Length of Maximum Span: 0.0m
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Structure Number: 7102, Location: @ Jct I-530-Pine Bluff (Lat: 34.174536, Lng: -91.991842), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2013), Truck Traffic: 4%, Features Intersected: I-530
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 71.053, Length of Maximum Span: 0.0m
Structure Number: 7102, Location: @ Jct I-530-Pine Bluff (Lat: 34.174536, Lng: -91.991842), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2013), Truck Traffic: 4%, Features Intersected: I-530
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 71.053, Length of Maximum Span: 0.0m
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Structure Number: 21528, Location: 0.02 Mi E MainSt-PineBluf (Lat: 34.224842, Lng: -92.002825), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2014), Truck Traffic: 1%, Features Intersected: SH 190, Facility Carried by Structure: Simmons Bank PedOP
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 8.900, Length of Maximum Span: 0.0m
Structure Number: 21528, Location: 0.02 Mi E MainSt-PineBluf (Lat: 34.224842, Lng: -92.002825), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2014), Truck Traffic: 1%, Features Intersected: SH 190, Facility Carried by Structure: Simmons Bank PedOP
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 8.900, Length of Maximum Span: 0.0m
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Structure Number: A6257, Location: 1.4 Mi S SH 65B-PineBluff (Lat: 34.228211, Lng: -92.078231), Route carried "under" structure: City street 46700, Structure Length: 0. m, Average Daily Traffic: 500 (year 1993), Truck Traffic: 1%, Features Intersected: Princeton Pike Road, Facility Carried by Structure: I-530 NB LM 36.65
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 14.983, Length of Maximum Span: 0.0m
Structure Number: A6257, Location: 1.4 Mi S SH 65B-PineBluff (Lat: 34.228211, Lng: -92.078231), Route carried "under" structure: City street 46700, Structure Length: 0. m, Average Daily Traffic: 500 (year 1993), Truck Traffic: 1%, Features Intersected: Princeton Pike Road, Facility Carried by Structure: I-530 NB LM 36.65
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 14.983, Length of Maximum Span: 0.0m
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Structure Number: A6258, Location: 0.4 Mi W SH 190-PineBluff (Lat: 34.223339, Lng: -92.075539), Route carried "under" structure: City street 64550, Structure Length: 0. m, Average Daily Traffic: 200 (year 1993), Truck Traffic: 16%, Features Intersected: 7th Street, Facility Carried by Structure: I-530 NB LM 37.02
Minimum Vertical Clearance: 4.81m (15.78ft), Kilometerpoint: 0.209, Length of Maximum Span: 0.0m
Structure Number: A6258, Location: 0.4 Mi W SH 190-PineBluff (Lat: 34.223339, Lng: -92.075539), Route carried "under" structure: City street 64550, Structure Length: 0. m, Average Daily Traffic: 200 (year 1993), Truck Traffic: 16%, Features Intersected: 7th Street, Facility Carried by Structure: I-530 NB LM 37.02
Minimum Vertical Clearance: 4.81m (15.78ft), Kilometerpoint: 0.209, Length of Maximum Span: 0.0m
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Structure Number: A6259, Location: 2.5 Mi N US 79-Pine Bluff (Lat: 34.215961, Lng: -92.071189), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 620 (year 2014), Truck Traffic: 16%, Features Intersected: SH 190, Facility Carried by Structure: I-530 NB LM 37.62
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 1.674, Length of Maximum Span: 0.0m
Structure Number: A6259, Location: 2.5 Mi N US 79-Pine Bluff (Lat: 34.215961, Lng: -92.071189), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 620 (year 2014), Truck Traffic: 16%, Features Intersected: SH 190, Facility Carried by Structure: I-530 NB LM 37.62
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 1.674, Length of Maximum Span: 0.0m
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Structure Number: A626, Location: 1.2 Mi N US 79-Pine Bluff (Lat: 34.206239, Lng: -92.071811), Route carried "under" structure: County highway 52580, Structure Length: 0. m, Average Daily Traffic: 200 (year 1993), Truck Traffic: 16%, Features Intersected: Shannon/Petty-Bayou Bart, Facility Carried by Structure: I-530 NB LM 38.30
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.644, Length of Maximum Span: 0.0m
Structure Number: A626, Location: 1.2 Mi N US 79-Pine Bluff (Lat: 34.206239, Lng: -92.071811), Route carried "under" structure: County highway 52580, Structure Length: 0. m, Average Daily Traffic: 200 (year 1993), Truck Traffic: 16%, Features Intersected: Shannon/Petty-Bayou Bart, Facility Carried by Structure: I-530 NB LM 38.30
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.644, Length of Maximum Span: 0.0m
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Structure Number: A6261, Location: 0.3 Mi N US 79-Pine Bluff (Lat: 34.195289, Lng: -92.065600), Route carried "under" structure: City street 41960, Structure Length: 0. m, Average Daily Traffic: 200 (year 1993), Truck Traffic: 16%, Features Intersected: Oakwood Road, Facility Carried by Structure: I-530 NB LM 39.24
Minimum Vertical Clearance: 6.21m (20.37ft), Kilometerpoint: 3.975, Length of Maximum Span: 0.0m
Structure Number: A6261, Location: 0.3 Mi N US 79-Pine Bluff (Lat: 34.195289, Lng: -92.065600), Route carried "under" structure: City street 41960, Structure Length: 0. m, Average Daily Traffic: 200 (year 1993), Truck Traffic: 16%, Features Intersected: Oakwood Road, Facility Carried by Structure: I-530 NB LM 39.24
Minimum Vertical Clearance: 6.21m (20.37ft), Kilometerpoint: 3.975, Length of Maximum Span: 0.0m
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Structure Number: A6262, Location: @ US 79/79B-PineBluff (Lat: 34.193661, Lng: -92.060181), Route carried "under" structure: Business US 79, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: US 79B, Facility Carried by Structure: I-530 NB LM 39.56
Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 0.016, Length of Maximum Span: 0.0m
Structure Number: A6262, Location: @ US 79/79B-PineBluff (Lat: 34.193661, Lng: -92.060181), Route carried "under" structure: Business US 79, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: US 79B, Facility Carried by Structure: I-530 NB LM 39.56
Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 0.016, Length of Maximum Span: 0.0m
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Structure Number: A6264, Location: Old Warren Rd & I-530-PB (Lat: 34.181561, Lng: -92.041139), Route carried "under" structure: City street 42630, Structure Length: 0. m, Average Daily Traffic: 3,722 (year 1994), Truck Traffic: 1%, Features Intersected: Old Warren Road, Facility Carried by Structure: I-530 NB LM 40.94
Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 6.116, Length of Maximum Span: 0.0m
Structure Number: A6264, Location: Old Warren Rd & I-530-PB (Lat: 34.181561, Lng: -92.041139), Route carried "under" structure: City street 42630, Structure Length: 0. m, Average Daily Traffic: 3,722 (year 1994), Truck Traffic: 1%, Features Intersected: Old Warren Road, Facility Carried by Structure: I-530 NB LM 40.94
Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 6.116, Length of Maximum Span: 0.0m
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Structure Number: A6266, Location: 2.5 Mi SE US 79-PineBluff (Lat: 34.173200, Lng: -92.024631), Route carried "under" structure: City street 25440, Structure Length: 0. m, Average Daily Traffic: 6,030 (year 1995), Truck Traffic: 1%, Features Intersected: Hazel Street, Facility Carried by Structure: I-530 NB LM 42.04
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 1.287, Length of Maximum Span: 0.0m
Structure Number: A6266, Location: 2.5 Mi SE US 79-PineBluff (Lat: 34.173200, Lng: -92.024631), Route carried "under" structure: City street 25440, Structure Length: 0. m, Average Daily Traffic: 6,030 (year 1995), Truck Traffic: 1%, Features Intersected: Hazel Street, Facility Carried by Structure: I-530 NB LM 42.04
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 1.287, Length of Maximum Span: 0.0m
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Structure Number: A6269, Location: @ US 63/63B-PineBluff (Lat: 34.171269, Lng: -92.006981), Route carried "under" structure: Business US 63, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: US 63B (Olive Street), Facility Carried by Structure: I-530 NB LM 43.08
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 7.224, Length of Maximum Span: 0.0m
Structure Number: A6269, Location: @ US 63/63B-PineBluff (Lat: 34.171269, Lng: -92.006981), Route carried "under" structure: Business US 63, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: US 63B (Olive Street), Facility Carried by Structure: I-530 NB LM 43.08
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 7.224, Length of Maximum Span: 0.0m
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Structure Number: A6271, Location: 1.2 MI E US 63/63B-PB (Lat: 34.176900, Lng: -91.988461), Route carried "under" structure: City street 42160, Structure Length: 0. m, Average Daily Traffic: 100 (year 1995), Truck Traffic: 1%, Features Intersected: Ohio Street, Facility Carried by Structure: I-530 NB LM 44.30
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 4.506, Length of Maximum Span: 0.0m
Structure Number: A6271, Location: 1.2 MI E US 63/63B-PB (Lat: 34.176900, Lng: -91.988461), Route carried "under" structure: City street 42160, Structure Length: 0. m, Average Daily Traffic: 100 (year 1995), Truck Traffic: 1%, Features Intersected: Ohio Street, Facility Carried by Structure: I-530 NB LM 44.30
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 4.506, Length of Maximum Span: 0.0m
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Structure Number: A6273, Location: @ SE Interchange-PineBluf (Lat: 34.201450, Lng: -91.967189), Route carried "under" structure: Ramp State highway 190, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2013), Truck Traffic: 1%, Features Intersected: SH 190 (US 63 RAMP 9), Facility Carried by Structure: I-530 NB LM 46.45
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 14.259, Length of Maximum Span: 0.0m
Structure Number: A6273, Location: @ SE Interchange-PineBluf (Lat: 34.201450, Lng: -91.967189), Route carried "under" structure: Ramp State highway 190, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2013), Truck Traffic: 1%, Features Intersected: SH 190 (US 63 RAMP 9), Facility Carried by Structure: I-530 NB LM 46.45
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 14.259, Length of Maximum Span: 0.0m
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Structure Number: B6257, Location: 1.4 Mi S SH 65B-PineBluff (Lat: 34.228131, Lng: -92.078500), Route carried "under" structure: City street 46700, Structure Length: 0. m, Average Daily Traffic: 200 (year 1993), Truck Traffic: 16%, Features Intersected: Princeton Pike Road, Facility Carried by Structure: I-530 SB LM 36.64
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 14.967, Length of Maximum Span: 0.0m
Structure Number: B6257, Location: 1.4 Mi S SH 65B-PineBluff (Lat: 34.228131, Lng: -92.078500), Route carried "under" structure: City street 46700, Structure Length: 0. m, Average Daily Traffic: 200 (year 1993), Truck Traffic: 16%, Features Intersected: Princeton Pike Road, Facility Carried by Structure: I-530 SB LM 36.64
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 14.967, Length of Maximum Span: 0.0m
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Structure Number: B6258, Location: 0.4 Mi W SH 190-PineBluff (Lat: 34.223319, Lng: -92.075931), Route carried "under" structure: City street 64550, Structure Length: 0. m, Average Daily Traffic: 200 (year 1995), Truck Traffic: 1%, Features Intersected: 7th Street, Facility Carried by Structure: I-530 SB LM 37.01
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.193, Length of Maximum Span: 0.0m
Structure Number: B6258, Location: 0.4 Mi W SH 190-PineBluff (Lat: 34.223319, Lng: -92.075931), Route carried "under" structure: City street 64550, Structure Length: 0. m, Average Daily Traffic: 200 (year 1995), Truck Traffic: 1%, Features Intersected: 7th Street, Facility Carried by Structure: I-530 SB LM 37.01
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.193, Length of Maximum Span: 0.0m
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Structure Number: B6259, Location: 2.5 Mi N US 79-Pine Bluff (Lat: 34.215972, Lng: -92.071464), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 620 (year 2014), Truck Traffic: 16%, Features Intersected: SH 190, Facility Carried by Structure: I-530 SB LM 37.62
Minimum Vertical Clearance: 4.84m (15.88ft), Kilometerpoint: 1.642, Length of Maximum Span: 0.0m
Structure Number: B6259, Location: 2.5 Mi N US 79-Pine Bluff (Lat: 34.215972, Lng: -92.071464), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 620 (year 2014), Truck Traffic: 16%, Features Intersected: SH 190, Facility Carried by Structure: I-530 SB LM 37.62
Minimum Vertical Clearance: 4.84m (15.88ft), Kilometerpoint: 1.642, Length of Maximum Span: 0.0m
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Structure Number: B626, Location: 1.2 Mi N US 79-Pine Bluff (Lat: 34.206231, Lng: -92.072089), Route carried "under" structure: County highway 52580, Structure Length: 0. m, Average Daily Traffic: 200 (year 1993), Truck Traffic: 16%, Features Intersected: Shannon/Petty-Bayou Bart, Facility Carried by Structure: I-530 SB LM 38.29
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.660, Length of Maximum Span: 0.0m
Structure Number: B626, Location: 1.2 Mi N US 79-Pine Bluff (Lat: 34.206231, Lng: -92.072089), Route carried "under" structure: County highway 52580, Structure Length: 0. m, Average Daily Traffic: 200 (year 1993), Truck Traffic: 16%, Features Intersected: Shannon/Petty-Bayou Bart, Facility Carried by Structure: I-530 SB LM 38.29
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.660, Length of Maximum Span: 0.0m
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Structure Number: B6261, Location: 0.3 Mi N US 79-Pine Bluff (Lat: 34.195039, Lng: -92.065631), Route carried "under" structure: City street 41960, Structure Length: 0. m, Average Daily Traffic: 200 (year 1995), Truck Traffic: 16%, Features Intersected: Oakwood Road, Facility Carried by Structure: I-530 SB LM 39.23
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 3.991, Length of Maximum Span: 0.0m
Structure Number: B6261, Location: 0.3 Mi N US 79-Pine Bluff (Lat: 34.195039, Lng: -92.065631), Route carried "under" structure: City street 41960, Structure Length: 0. m, Average Daily Traffic: 200 (year 1995), Truck Traffic: 16%, Features Intersected: Oakwood Road, Facility Carried by Structure: I-530 SB LM 39.23
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 3.991, Length of Maximum Span: 0.0m
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Structure Number: B6262, Location: @ US 79/79B-PineBluff (Lat: 34.193511, Lng: -92.060411), Route carried "under" structure: Business US 79, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: US 79B, Facility Carried by Structure: I-530 SB LM 39.55
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m
Structure Number: B6262, Location: @ US 79/79B-PineBluff (Lat: 34.193511, Lng: -92.060411), Route carried "under" structure: Business US 79, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: US 79B, Facility Carried by Structure: I-530 SB LM 39.55
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m
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Structure Number: B6264, Location: Old Warren Rd & I-530-PB (Lat: 34.181419, Lng: -92.041431), Route carried "under" structure: City street 42630, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 1994), Truck Traffic: 1%, Features Intersected: Old Warren Road, Facility Carried by Structure: I-530 SB LM 40.93
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 6.132, Length of Maximum Span: 0.0m
Structure Number: B6264, Location: Old Warren Rd & I-530-PB (Lat: 34.181419, Lng: -92.041431), Route carried "under" structure: City street 42630, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 1994), Truck Traffic: 1%, Features Intersected: Old Warren Road, Facility Carried by Structure: I-530 SB LM 40.93
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 6.132, Length of Maximum Span: 0.0m
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Structure Number: B6266, Location: 2.5 Mi SE US 79-PineBluff (Lat: 34.172939, Lng: -92.024639), Route carried "under" structure: City street 25440, Structure Length: 0. m, Average Daily Traffic: 800 (year 1995), Truck Traffic: 1%, Features Intersected: Hazel Street, Facility Carried by Structure: I-530 SB LM 42.05
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 1.304, Length of Maximum Span: 0.0m
Structure Number: B6266, Location: 2.5 Mi SE US 79-PineBluff (Lat: 34.172939, Lng: -92.024639), Route carried "under" structure: City street 25440, Structure Length: 0. m, Average Daily Traffic: 800 (year 1995), Truck Traffic: 1%, Features Intersected: Hazel Street, Facility Carried by Structure: I-530 SB LM 42.05
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 1.304, Length of Maximum Span: 0.0m
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Structure Number: B6269, Location: @ US 63/63B-PineBluff (Lat: 34.171050, Lng: -92.006975), Route carried "under" structure: US 63, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: US 63 (Olive Street), Facility Carried by Structure: I-530 SB LM 43.08
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m
Structure Number: B6269, Location: @ US 63/63B-PineBluff (Lat: 34.171050, Lng: -92.006975), Route carried "under" structure: US 63, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: US 63 (Olive Street), Facility Carried by Structure: I-530 SB LM 43.08
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m
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Structure Number: B6271, Location: 1.2 MI E US 63/63B-PB (Lat: 34.176719, Lng: -91.988261), Route carried "under" structure: City street 42160, Structure Length: 0. m, Average Daily Traffic: 100 (year 1995), Truck Traffic: 4%, Features Intersected: Ohio Street, Facility Carried by Structure: I-530 SB LM 44.30
Minimum Vertical Clearance: 5.60m (18.37ft), Kilometerpoint: 4.522, Length of Maximum Span: 0.0m
Structure Number: B6271, Location: 1.2 MI E US 63/63B-PB (Lat: 34.176719, Lng: -91.988261), Route carried "under" structure: City street 42160, Structure Length: 0. m, Average Daily Traffic: 100 (year 1995), Truck Traffic: 4%, Features Intersected: Ohio Street, Facility Carried by Structure: I-530 SB LM 44.30
Minimum Vertical Clearance: 5.60m (18.37ft), Kilometerpoint: 4.522, Length of Maximum Span: 0.0m
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Structure Number: B6273, Location: @ SE Interchange-PineBluf (Lat: 34.201269, Lng: -91.966939), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2013), Truck Traffic: 1%, Features Intersected: SH 190 (US 63 RAMP 9), Facility Carried by Structure: I-530 SB LM 46.45
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 14.275, Length of Maximum Span: 0.0m
Structure Number: B6273, Location: @ SE Interchange-PineBluf (Lat: 34.201269, Lng: -91.966939), Route carried "under" structure: State highway 190, Structure Length: 0. m, Average Daily Traffic: 7,900 (year 2013), Truck Traffic: 1%, Features Intersected: SH 190 (US 63 RAMP 9), Facility Carried by Structure: I-530 SB LM 46.45
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 14.275, Length of Maximum Span: 0.0m