Bridge Statistics for Fredonia (Biscoe), Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 266ft / 80.7mTotal length
- $5,209,000Total costs
- 85,717Total average daily traffic
- 1,017Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fredonia (Biscoe)
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 51960-1969
- 12000-2009
- Bridge Condition - Deck
- 71.4%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 42.9%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 16.7%Very good
- 66.7%Good
- 16.7%Satisfactory
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Structure Number: 1101, Location: .03 MI W OF MONROE CO LIN (Lat: 34.831069, Lng: -91.377661), Route carried "on" structure: US 70, Year Built: 1930, Status: Open, Structure Length: 13.53m (44.39ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,620 (year 2033), Design Load: H 15, Features Intersected: CACHE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.923, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.53m (44.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Total Project Cost: $597,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1101, Location: .03 MI W OF MONROE CO LIN (Lat: 34.831069, Lng: -91.377661), Route carried "on" structure: US 70, Year Built: 1930, Status: Open, Structure Length: 13.53m (44.39ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,620 (year 2033), Design Load: H 15, Features Intersected: CACHE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.923, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.53m (44.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Total Project Cost: $597,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1102, Location: .40 Mi E Of Prairie Co (Lat: 34.832719, Lng: -91.370086), Route carried "on" structure: US 70, Year Built: 1930, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 980 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,167 (year 2028), Design Load: H 15, Features Intersected: Cache River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1102, Location: .40 Mi E Of Prairie Co (Lat: 34.832719, Lng: -91.370086), Route carried "on" structure: US 70, Year Built: 1930, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 980 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,167 (year 2028), Design Load: H 15, Features Intersected: Cache River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3358, Location: 3.7 MI N JCT OF US 70 (Lat: 34.868289, Lng: -91.412350), Route carried "on" structure: State highway 33, Year Built: 1961, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 340 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 424 (year 2028), Design Load: H 15, Features Intersected: JACKSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.905, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3358, Location: 3.7 MI N JCT OF US 70 (Lat: 34.868289, Lng: -91.412350), Route carried "on" structure: State highway 33, Year Built: 1961, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 340 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 424 (year 2028), Design Load: H 15, Features Intersected: JACKSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.905, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3715, Location: 2.07 MI N JCT US 70 (Lat: 34.845911, Lng: -91.414639), Route carried "on" structure: State highway 33, Year Built: 1965, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 1,076 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 424 (year 2028), Design Load: HS 20, Features Intersected: I-40 LOG 202.22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Total Project Cost: $328,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3715, Location: 2.07 MI N JCT US 70 (Lat: 34.845911, Lng: -91.414639), Route carried "on" structure: State highway 33, Year Built: 1965, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 1,076 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 424 (year 2028), Design Load: HS 20, Features Intersected: I-40 LOG 202.22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.331, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Total Project Cost: $328,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3716, Location: 2.11 M EAST OF SH 33 (Lat: 34.845581, Lng: -91.392111), Route carried "on" structure: County highway 22, Year Built: 1966, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 411 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 146 (year 2007), Design Load: HS 20, Features Intersected: I-40 LOG 203.50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3716, Location: 2.11 M EAST OF SH 33 (Lat: 34.845581, Lng: -91.392111), Route carried "on" structure: County highway 22, Year Built: 1966, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 411 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 146 (year 2007), Design Load: HS 20, Features Intersected: I-40 LOG 203.50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: A3717, Location: 3.1 MI E SH 33 (Lat: 34.848728, Lng: -91.361119), Route carried "on" structure: Interstate 40, Year Built: 1966, Year Reconstructed: 1995, Status: Open, Structure Length: 20.18m (66.21ft), Average Daily Traffic: 14,635 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 19,319 (year 2028), Design Load: HS 20+Mod, Features Intersected: CACHE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.366, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 404, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.43m (70.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $247,000, Total Project Cost: $2,142,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A3717, Location: 3.1 MI E SH 33 (Lat: 34.848728, Lng: -91.361119), Route carried "on" structure: Interstate 40, Year Built: 1966, Year Reconstructed: 1995, Status: Open, Structure Length: 20.18m (66.21ft), Average Daily Traffic: 14,635 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 19,319 (year 2028), Design Load: HS 20+Mod, Features Intersected: CACHE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.366, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 404, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.43m (70.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $247,000, Total Project Cost: $2,142,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B3717, Location: 3.1 MI E JCT SH 33 (Lat: 34.848578, Lng: -91.361078), Route carried "on" structure: Interstate 40, Year Built: 1966, Year Reconstructed: 1995, Status: Open, Structure Length: 20.18m (66.21ft), Average Daily Traffic: 14,635 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 19,319 (year 2028), Design Load: HS 20+Mod, Features Intersected: CACHE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.366, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 404, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.43m (70.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $247,000, Total Project Cost: $2,142,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B3717, Location: 3.1 MI E JCT SH 33 (Lat: 34.848578, Lng: -91.361078), Route carried "on" structure: Interstate 40, Year Built: 1966, Year Reconstructed: 1995, Status: Open, Structure Length: 20.18m (66.21ft), Average Daily Traffic: 14,635 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 19,319 (year 2028), Design Load: HS 20+Mod, Features Intersected: CACHE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.366, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 404, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.43m (70.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $247,000, Total Project Cost: $2,142,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: X1019, Location: 2.4 MI N JCT US 70 & 33 (Lat: 34.851039, Lng: -91.414489), Route carried "on" structure: State highway 33, Year Built: 2000, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 340 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 424 (year 2028), Design Load: H 20, Features Intersected: JACKSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.911, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: X1019, Location: 2.4 MI N JCT US 70 & 33 (Lat: 34.851039, Lng: -91.414489), Route carried "on" structure: State highway 33, Year Built: 2000, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 340 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 424 (year 2028), Design Load: H 20, Features Intersected: JACKSON BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.911, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 3715, Location: 2.07 MI N JCT US 70 (Lat: 34.845911, Lng: -91.414639), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 202.22, Facility Carried by Structure: SH 33-SEC 6
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 325.442, Length of Maximum Span: 0.0m
Structure Number: 3715, Location: 2.07 MI N JCT US 70 (Lat: 34.845911, Lng: -91.414639), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 202.22, Facility Carried by Structure: SH 33-SEC 6
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 325.442, Length of Maximum Span: 0.0m
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Structure Number: 3715, Location: 2.07 MI N JCT US 70 (Lat: 34.845911, Lng: -91.414639), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 202.22, Facility Carried by Structure: SH 33-SEC 6
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 325.442, Length of Maximum Span: 0.0m
Structure Number: 3715, Location: 2.07 MI N JCT US 70 (Lat: 34.845911, Lng: -91.414639), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 202.22, Facility Carried by Structure: SH 33-SEC 6
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 325.442, Length of Maximum Span: 0.0m
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Structure Number: 3716, Location: 2.11 M EAST OF SH 33 (Lat: 34.845581, Lng: -91.392111), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 203.50, Facility Carried by Structure: CR22C Biscoe Farm
Minimum Vertical Clearance: 4.84m (15.88ft), Kilometerpoint: 327.502, Length of Maximum Span: 0.0m
Structure Number: 3716, Location: 2.11 M EAST OF SH 33 (Lat: 34.845581, Lng: -91.392111), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 203.50, Facility Carried by Structure: CR22C Biscoe Farm
Minimum Vertical Clearance: 4.84m (15.88ft), Kilometerpoint: 327.502, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 3716, Location: 2.11 M EAST OF SH 33 (Lat: 34.845581, Lng: -91.392111), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 203.50, Facility Carried by Structure: CR22C Biscoe Farm
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 327.502, Length of Maximum Span: 0.0m
Structure Number: 3716, Location: 2.11 M EAST OF SH 33 (Lat: 34.845581, Lng: -91.392111), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 13,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 203.50, Facility Carried by Structure: CR22C Biscoe Farm
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 327.502, Length of Maximum Span: 0.0m