Bridge Statistics for West Crossett, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 420ft / 128mTotal length
- 25,590Total average daily traffic
- 4,286Total average daily truck traffic
- 28,337Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for West Crossett
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 41980-1989
- 61990-1999
- 22000-2009
- Bridge Condition - Deck
- 77.8%Good
- 22.2%Satisfactory
- Bridge Condition - Superstructure
- 11.1%Very good
- 33.3%Good
- 33.3%Satisfactory
- 22.2%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 88.9%Good
- Bridge Condition - Channel
- 33.3%Very good
- 60.0%Good
- 6.7%Satisfactory
- Bridge Condition - Culverts
- 33.3%Very good
- 50.0%Good
- 16.7%Satisfactory
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Structure Number: 5898, Location: 9.1 MI W SH 133 (Lat: 33.150383, Lng: -92.113319), Route carried "on" structure: US 82, Year Built: 1986, Status: Open, Structure Length: 88.24m (289.50ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,158 (year 2028), Design Load: HS 20, Features Intersected: OUACHITA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 22.4m (73.5ft), Horizontal Clearance: 90.1m (295.6ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 22, Length of Maximum Span: 93.0m (305.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5898, Location: 9.1 MI W SH 133 (Lat: 33.150383, Lng: -92.113319), Route carried "on" structure: US 82, Year Built: 1986, Status: Open, Structure Length: 88.24m (289.50ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,158 (year 2028), Design Load: HS 20, Features Intersected: OUACHITA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 22.4m (73.5ft), Horizontal Clearance: 90.1m (295.6ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 22, Length of Maximum Span: 93.0m (305.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6451, Location: 219 MI S.W. OF ASHLEY CO (Lat: 33.149678, Lng: -92.129389), Route carried "on" structure: US 82, Year Built: 1997, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 3,305 (year 2028), Design Load: HS 20, Features Intersected: OUACHITA REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.397, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
Structure Number: 6451, Location: 219 MI S.W. OF ASHLEY CO (Lat: 33.149678, Lng: -92.129389), Route carried "on" structure: US 82, Year Built: 1997, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 3,305 (year 2028), Design Load: HS 20, Features Intersected: OUACHITA REL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.397, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Other
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Structure Number: 6452, Location: 1.12 Mi E UnionCo-Crosstt (Lat: 33.151419, Lng: -92.094158), Route carried "on" structure: US 82, Year Built: 1997, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 3,042 (year 2027), Design Load: HS 20, Features Intersected: Ouachita River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6452, Location: 1.12 Mi E UnionCo-Crosstt (Lat: 33.151419, Lng: -92.094158), Route carried "on" structure: US 82, Year Built: 1997, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 3,042 (year 2027), Design Load: HS 20, Features Intersected: Ouachita River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6453, Location: 1.76 Mi E UnionCo-Crosstt (Lat: 33.152081, Lng: -92.083081), Route carried "on" structure: US 82, Year Built: 1997, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 3,000 (year 2038), Design Load: HS 20, Features Intersected: Ouachita River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6453, Location: 1.76 Mi E UnionCo-Crosstt (Lat: 33.152081, Lng: -92.083081), Route carried "on" structure: US 82, Year Built: 1997, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 3,000 (year 2038), Design Load: HS 20, Features Intersected: Ouachita River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: 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: April 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: 21902, Location: 2.7 Mi N US 82-Crossett (Lat: 33.172731, Lng: -91.985358), Route carried "on" structure: County highway 12, Year Built: 1997, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,096 (year 2007), Features Intersected: Big Brushy Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.929, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21902, Location: 2.7 Mi N US 82-Crossett (Lat: 33.172731, Lng: -91.985358), Route carried "on" structure: County highway 12, Year Built: 1997, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,096 (year 2007), Features Intersected: Big Brushy Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.929, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21903, Location: 2.8 Mi N US 82-Crossett (Lat: 33.174172, Lng: -91.985567), Route carried "on" structure: County highway 12, Year Built: 1997, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,096 (year 2007), Features Intersected: Big Brushy Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: March 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21903, Location: 2.8 Mi N US 82-Crossett (Lat: 33.174172, Lng: -91.985567), Route carried "on" structure: County highway 12, Year Built: 1997, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,096 (year 2007), Features Intersected: Big Brushy Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.090, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: March 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21904, Location: 2.9 Mi N US 82-Crossett (Lat: 33.174692, Lng: -91.985642), Route carried "on" structure: County highway 12, Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,096 (year 2007), Features Intersected: Big Brushy Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.187, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 21904, Location: 2.9 Mi N US 82-Crossett (Lat: 33.174692, Lng: -91.985642), Route carried "on" structure: County highway 12, Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,096 (year 2007), Features Intersected: Big Brushy Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.187, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 23164, Location: 1.27 Mi N US 82-Crossett (Lat: 33.159094, Lng: -92.029997), Route carried "on" structure: County highway 13, Year Built: 2009, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 340 (year 2007), Features Intersected: Little Brushy Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 23164, Location: 1.27 Mi N US 82-Crossett (Lat: 33.159094, Lng: -92.029997), Route carried "on" structure: County highway 13, Year Built: 2009, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 340 (year 2007), Features Intersected: Little Brushy Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 23416, Location: 1.2 Mi N US 82 (Lat: 33.157892, Lng: -92.031164), Route carried "on" structure: County highway 13, Year Built: 2003, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 340 (year 2007), Features Intersected: Little Brushy Cr Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 23416, Location: 1.2 Mi N US 82 (Lat: 33.157892, Lng: -92.031164), Route carried "on" structure: County highway 13, Year Built: 2003, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 340 (year 2007), Features Intersected: Little Brushy Cr Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: M1524, Location: 2.6 Mi E Union Co. Line (Lat: 33.152878, Lng: -92.064197), Route carried "on" structure: US 82, Year Built: 1930, Year Reconstructed: 1996, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 3,042 (year 2028), Features Intersected: Quick Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: M1524, Location: 2.6 Mi E Union Co. Line (Lat: 33.152878, Lng: -92.064197), Route carried "on" structure: US 82, Year Built: 1930, Year Reconstructed: 1996, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 3,042 (year 2028), Features Intersected: Quick Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.587, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: M1525, Location: 4.43 Mi E UnionCo-Crosstt (Lat: 33.142008, Lng: -92.041397), Route carried "on" structure: US 82, Year Built: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,510 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 3,042 (year 2028), Design Load: H 15, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.129, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very 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 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2018
Structure Number: M1525, Location: 4.43 Mi E UnionCo-Crosstt (Lat: 33.142008, Lng: -92.041397), Route carried "on" structure: US 82, Year Built: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,510 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 3,042 (year 2028), Design Load: H 15, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.129, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very 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 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2018
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Structure Number: M1526, Location: 5.44 Mi E UnionCo-Crosstt (Lat: 33.141508, Lng: -92.025100), Route carried "on" structure: US 82, Year Built: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,510 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,615 (year 2028), Design Load: H 15, Features Intersected: Bell Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.755, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2018
Structure Number: M1526, Location: 5.44 Mi E UnionCo-Crosstt (Lat: 33.141508, Lng: -92.025100), Route carried "on" structure: US 82, Year Built: 1930, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,510 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,615 (year 2028), Design Load: H 15, Features Intersected: Bell Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.755, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2018
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Structure Number: 43570-00018, Location: PINE ISLAND (Lat: 33.145000, Lng: -92.075167), Route carried "on" structure: Federal lands road , Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 55 (year 2041), Features Intersected: RED-EYE CREEK, Facility Carried by Structure: PINE ISLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 43570-00018, Location: PINE ISLAND (Lat: 33.145000, Lng: -92.075167), Route carried "on" structure: Federal lands road , Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 55 (year 2041), Features Intersected: RED-EYE CREEK, Facility Carried by Structure: PINE ISLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 43570-00019, Location: PINE ISLAND (Lat: 33.129000, Lng: -92.073667), Route carried "on" structure: Federal lands road , Year Built: 1986, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 55 (year 2041), Features Intersected: MUD LAKE CREEK, Facility Carried by Structure: PINE ISLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 43570-00019, Location: PINE ISLAND (Lat: 33.129000, Lng: -92.073667), Route carried "on" structure: Federal lands road , Year Built: 1986, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 55 (year 2041), Features Intersected: MUD LAKE CREEK, Facility Carried by Structure: PINE ISLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 43570-0002, Location: PINE ISLAND (Lat: 33.111167, Lng: -92.089833), Route carried "on" structure: Federal lands road , Year Built: 1986, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 55 (year 2041), Features Intersected: PENNINGTON SLOUGH, Facility Carried by Structure: PINE ISLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 43570-0002, Location: PINE ISLAND (Lat: 33.111167, Lng: -92.089833), Route carried "on" structure: Federal lands road , Year Built: 1986, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 55 (year 2041), Features Intersected: PENNINGTON SLOUGH, Facility Carried by Structure: PINE ISLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete