Bridge Statistics for East End, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 197ft / 60.3mTotal length
- $755,000Total costs
- 205,991Total average daily traffic
- 14,115Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for East End
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 71960-1969
- 51970-1979
- 11990-1999
- 12000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 90.9%Good
- 9.1%Poor
- Bridge Condition - Superstructure
- 63.6%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Substructure
- 18.2%Excellent
- 36.4%Good
- 45.5%Satisfactory
- Bridge Condition - Channel
- 18.8%Very good
- 31.3%Good
- 43.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 62.5%Good
- 37.5%Satisfactory
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Structure Number: 3347, Location: @ INTERCH I 530 & 167 (Lat: 34.567889, Lng: -92.267619), Route carried "on" structure: Ramp US 167, Year Built: 1963, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,400 (year 2028), Design Load: HS 20, Features Intersected: I 530 SB LNS Log 10.00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.570, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), 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: Poor, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2022, Other Special Inspection Date: December 2020, Roadway Improvement Cost: $235,000, Total Project Cost: $717,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3347, Location: @ INTERCH I 530 & 167 (Lat: 34.567889, Lng: -92.267619), Route carried "on" structure: Ramp US 167, Year Built: 1963, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 4,400 (year 2028), Design Load: HS 20, Features Intersected: I 530 SB LNS Log 10.00
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.570, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), 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: Poor, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2022, Other Special Inspection Date: December 2020, Roadway Improvement Cost: $235,000, Total Project Cost: $717,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4249, Location: 4.4 M N GRANT CO LINE (Lat: 34.511056, Lng: -92.414886), Route carried "on" structure: County highway 31, Year Built: 1977, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2007), Design Load: H 15, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: South Sardis Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4249, Location: 4.4 M N GRANT CO LINE (Lat: 34.511056, Lng: -92.414886), Route carried "on" structure: County highway 31, Year Built: 1977, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2007), Design Load: H 15, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: South Sardis Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5656, Location: I 530 & WOODSON INTCHG (Lat: 34.547969, Lng: -92.252519), Route carried "on" structure: County highway 20, Year Built: 1976, Status: Posted for load, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 871 (year 2007), Design Load: HS 20, Features Intersected: I 530 MN LNS Log 11.74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.367, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: March 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5656, Location: I 530 & WOODSON INTCHG (Lat: 34.547969, Lng: -92.252519), Route carried "on" structure: County highway 20, Year Built: 1976, Status: Posted for load, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 871 (year 2007), Design Load: HS 20, Features Intersected: I 530 MN LNS Log 11.74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.367, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: March 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5657, Location: I 530 LM 8.90 (Lat: 34.585650, Lng: -92.268461), Route carried "on" structure: County highway 14, Year Built: 1978, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 434 (year 2007), Design Load: HS 20, Features Intersected: I 530 MN LNS Log 8.90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.347, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5657, Location: I 530 LM 8.90 (Lat: 34.585650, Lng: -92.268461), Route carried "on" structure: County highway 14, Year Built: 1978, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 434 (year 2007), Design Load: HS 20, Features Intersected: I 530 MN LNS Log 8.90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.347, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6733, Location: 0.2 MI S PULASKI CO. LINE (Lat: 34.579469, Lng: -92.326711), Route carried "on" structure: State highway 367, Year Built: 1999, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 8,219 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 11,408 (year 2028), Features Intersected: LORANCE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.677, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6733, Location: 0.2 MI S PULASKI CO. LINE (Lat: 34.579469, Lng: -92.326711), Route carried "on" structure: State highway 367, Year Built: 1999, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 8,219 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 11,408 (year 2028), Features Intersected: LORANCE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.677, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: August 2021, 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: 16649, Location: 1MI NO OF CORD 446 (Lat: 34.512475, Lng: -92.414611), Route carried "on" structure: County highway 31, Year Built: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2007), Features Intersected: HURRICANE CR REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.192, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), 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: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Total Project Cost: $38,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16649, Location: 1MI NO OF CORD 446 (Lat: 34.512475, Lng: -92.414611), Route carried "on" structure: County highway 31, Year Built: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2007), Features Intersected: HURRICANE CR REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.192, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), 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: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Total Project Cost: $38,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16688, Location: 1MI SO US 167 (Lat: 34.520028, Lng: -92.314261), Route carried "on" structure: County highway 215, Year Built: 1960, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 322 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.530, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 16688, Location: 1MI SO US 167 (Lat: 34.520028, Lng: -92.314261), Route carried "on" structure: County highway 215, Year Built: 1960, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 322 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.530, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18237, Location: 5.86 M East SH 183 (Lat: 34.534014, Lng: -92.416311), Route carried "on" structure: County highway 18, Year Built: 1979, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 56 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,374 (year 2021), Features Intersected: MUDDY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.429, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 18237, Location: 5.86 M East SH 183 (Lat: 34.534014, Lng: -92.416311), Route carried "on" structure: County highway 18, Year Built: 1979, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 56 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,374 (year 2021), Features Intersected: MUDDY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.429, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 22337, Location: 3.6M. So Pulaski Co. Line (Lat: 34.575758, Lng: -92.398289), Route carried "on" structure: County highway 31, Year Built: 2001, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,749 (year 2021), Design Load: HS 20, Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.500, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.4 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22337, Location: 3.6M. So Pulaski Co. Line (Lat: 34.575758, Lng: -92.398289), Route carried "on" structure: County highway 31, Year Built: 2001, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,749 (year 2021), Design Load: HS 20, Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.500, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.4 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23385, Location: 0.05 W. Hwy 367 (Lat: 34.574578, Lng: -92.332578), Route carried "on" structure: County highway 27180, Year Built: 2011, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,016 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 275 (year 2031), Features Intersected: Hopf Branch, Facility Carried by Structure: Honeysuckle Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.4 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23385, Location: 0.05 W. Hwy 367 (Lat: 34.574578, Lng: -92.332578), Route carried "on" structure: County highway 27180, Year Built: 2011, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,016 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 275 (year 2031), Features Intersected: Hopf Branch, Facility Carried by Structure: Honeysuckle Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.4 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23519, Location: 0.7 miles South of SH 167 (Lat: 34.525603, Lng: -92.320150), Route carried "on" structure: County highway 215, Year Built: 2013, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2033), Features Intersected: Duck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.405, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.8 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: 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: January 2021
Structure Number: 23519, Location: 0.7 miles South of SH 167 (Lat: 34.525603, Lng: -92.320150), Route carried "on" structure: County highway 215, Year Built: 2013, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2033), Features Intersected: Duck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.405, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.8 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: 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: January 2021
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Structure Number: A3326, Location: 1.9 M SO JCT 530 & 167 (Lat: 34.556119, Lng: -92.258689), Route carried "on" structure: Interstate 530, Year Built: 1974, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 8,369 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 13,000 (year 2032), Design Load: HS 20, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.815, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5300, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: A3326, Location: 1.9 M SO JCT 530 & 167 (Lat: 34.556119, Lng: -92.258689), Route carried "on" structure: Interstate 530, Year Built: 1974, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 8,369 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 13,000 (year 2032), Design Load: HS 20, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.815, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5300, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: A7267, Location: 6.5M So SH 338 (Lat: 34.581819, Lng: -92.268061), Route carried "on" structure: Interstate 530, Year Built: 2013, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 13,000 (year 2032), Design Load: HL 93, Features Intersected: Lorance Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.758, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Very 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, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A7267, Location: 6.5M So SH 338 (Lat: 34.581819, Lng: -92.268061), Route carried "on" structure: Interstate 530, Year Built: 2013, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 13,000 (year 2032), Design Load: HL 93, Features Intersected: Lorance Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.758, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Very 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, 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: September 2021, 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: B3326, Location: 11 MI S OF LITTLE ROCK (Lat: 34.556247, Lng: -92.258458), Route carried "on" structure: Interstate 530, Year Built: 1962, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 8,369 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 13,000 (year 2032), Design Load: HS 20, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.815, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: B3326, Location: 11 MI S OF LITTLE ROCK (Lat: 34.556247, Lng: -92.258458), Route carried "on" structure: Interstate 530, Year Built: 1962, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 8,369 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 13,000 (year 2032), Design Load: HS 20, Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.815, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: B7267, Location: 6.5 MI S SH 338 (Lat: 34.581861, Lng: -92.267761), Route carried "on" structure: Interstate 530, Year Built: 2014, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 13,000 (year 2032), Design Load: HL 93, Features Intersected: Lorance Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.758, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Very 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B7267, Location: 6.5 MI S SH 338 (Lat: 34.581861, Lng: -92.267761), Route carried "on" structure: Interstate 530, Year Built: 2014, Status: Open, Structure Length: 5.53m (18.14ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 13,000 (year 2032), Design Load: HL 93, Features Intersected: Lorance Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.758, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Very 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, 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: M1197, Location: 1.0 MI S PRATT RD (Lat: 34.602508, Lng: -92.268319), Route carried "on" structure: Interstate 530, Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 35,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 40,181 (year 2028), Features Intersected: BR CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.472, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5300, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: M1197, Location: 1.0 MI S PRATT RD (Lat: 34.602508, Lng: -92.268319), Route carried "on" structure: Interstate 530, Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 35,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 40,181 (year 2028), Features Intersected: BR CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.472, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5300, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: M2183, Location: 1.6 MI SO LITTLE ROCK (Lat: 34.519092, Lng: -92.342111), Route carried "on" structure: US 167, Year Built: 1952, Year Reconstructed: 2003, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 11,133 (year 2028), Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: 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 2022
Structure Number: M2183, Location: 1.6 MI SO LITTLE ROCK (Lat: 34.519092, Lng: -92.342111), Route carried "on" structure: US 167, Year Built: 1952, Year Reconstructed: 2003, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 11,133 (year 2028), Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: 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 2022
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Structure Number: M2184, Location: 3.3 MI NE GRANT CO LINE (Lat: 34.536869, Lng: -92.317611), Route carried "on" structure: US 167, Year Built: 1963, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10,262 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10,721 (year 2028), Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.808, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2022
Structure Number: M2184, Location: 3.3 MI NE GRANT CO LINE (Lat: 34.536869, Lng: -92.317611), Route carried "on" structure: US 167, Year Built: 1963, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 10,262 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10,721 (year 2028), Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.808, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2022
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Structure Number: M2185, Location: .7 MI SW OF JCT 530-167 (Lat: 34.562019, Lng: -92.278989), Route carried "on" structure: US 167, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 12,783 (year 2028), Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.379, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: 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 2022
Structure Number: M2185, Location: .7 MI SW OF JCT 530-167 (Lat: 34.562019, Lng: -92.278989), Route carried "on" structure: US 167, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 12,783 (year 2028), Features Intersected: MAPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.379, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: 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 2022
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Structure Number: 3347, Location: @ INTERCH I 530 & 167 (Lat: 34.567889, Lng: -92.267619), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 530 SB LNS Log 10.00, Facility Carried by Structure: US 167-SEC 12 NB
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 16.254, Length of Maximum Span: 0.0m
Structure Number: 3347, Location: @ INTERCH I 530 & 167 (Lat: 34.567889, Lng: -92.267619), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 530 SB LNS Log 10.00, Facility Carried by Structure: US 167-SEC 12 NB
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 16.254, Length of Maximum Span: 0.0m
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Structure Number: 5656, Location: I 530 & WOODSON INTCHG (Lat: 34.547969, Lng: -92.252519), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2013), Truck Traffic: 1%, Features Intersected: I 530 MN LNS Log 11.74, Facility Carried by Structure: CR 20/ Woodson Lat
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 18.894, Length of Maximum Span: 0.0m
Structure Number: 5656, Location: I 530 & WOODSON INTCHG (Lat: 34.547969, Lng: -92.252519), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2013), Truck Traffic: 1%, Features Intersected: I 530 MN LNS Log 11.74, Facility Carried by Structure: CR 20/ Woodson Lat
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 18.894, Length of Maximum Span: 0.0m
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Structure Number: 5656, Location: I 530 & WOODSON INTCHG (Lat: 34.547969, Lng: -92.252519), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2013), Truck Traffic: 1%, Features Intersected: I 530 MN LNS Log 11.74, Facility Carried by Structure: CR 20/ Woodson Lat
Minimum Vertical Clearance: 4.84m (15.88ft), Kilometerpoint: 18.894, Length of Maximum Span: 0.0m
Structure Number: 5656, Location: I 530 & WOODSON INTCHG (Lat: 34.547969, Lng: -92.252519), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2013), Truck Traffic: 1%, Features Intersected: I 530 MN LNS Log 11.74, Facility Carried by Structure: CR 20/ Woodson Lat
Minimum Vertical Clearance: 4.84m (15.88ft), Kilometerpoint: 18.894, Length of Maximum Span: 0.0m
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Structure Number: 5657, Location: I 530 LM 8.90 (Lat: 34.585650, Lng: -92.268461), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2012), Truck Traffic: 1%, Features Intersected: I 530 MN LNS Log 8.90, Facility Carried by Structure: CR 14 BINGHAM RD
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 14.323, Length of Maximum Span: 0.0m
Structure Number: 5657, Location: I 530 LM 8.90 (Lat: 34.585650, Lng: -92.268461), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2012), Truck Traffic: 1%, Features Intersected: I 530 MN LNS Log 8.90, Facility Carried by Structure: CR 14 BINGHAM RD
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 14.323, Length of Maximum Span: 0.0m
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Structure Number: 5657, Location: I 530 LM 8.90 (Lat: 34.585650, Lng: -92.268461), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2012), Truck Traffic: 1%, Features Intersected: I 530 MN LNS Log 8.90, Facility Carried by Structure: CR 14 BINGHAM RD
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 14.323, Length of Maximum Span: 0.0m
Structure Number: 5657, Location: I 530 LM 8.90 (Lat: 34.585650, Lng: -92.268461), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2012), Truck Traffic: 1%, Features Intersected: I 530 MN LNS Log 8.90, Facility Carried by Structure: CR 14 BINGHAM RD
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 14.323, Length of Maximum Span: 0.0m