Bridge Statistics for Plainview, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 112ft / 34.4mTotal length
- $1,324,000Total costs
- 10,387Total average daily traffic
- 354Total average daily truck traffic
- 11,809Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Plainview
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 31950-1959
- 11970-1979
- 11980-1989
- 21990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 37.5%Good
- 37.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 37.5%Good
- 25.0%Fair
- 37.5%Poor
- Bridge Condition - Substructure
- 75.0%Good
- 25.0%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 85.7%Good
- Bridge Condition - Culverts
- 16.7%Very good
- 83.3%Good
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Structure Number: 2225, Location: 0.30 Mi W of Plainview (Lat: 34.984800, Lng: -93.310619), Route carried "on" structure: State highway 28, Year Built: 1952, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,044 (year 2028), Design Load: H 15, Features Intersected: Porter Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.562, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: July 2021, Roadway Improvement Cost: $117,000, Total Project Cost: $398,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2225, Location: 0.30 Mi W of Plainview (Lat: 34.984800, Lng: -93.310619), Route carried "on" structure: State highway 28, Year Built: 1952, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,044 (year 2028), Design Load: H 15, Features Intersected: Porter Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.562, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: July 2021, Roadway Improvement Cost: $117,000, Total Project Cost: $398,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2226, Location: 1.5 Mi W of Plainview (Lat: 34.984611, Lng: -93.331631), Route carried "on" structure: State highway 28, Year Built: 1952, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,044 (year 2028), Design Load: H 15, Features Intersected: Browns Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.649, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: July 2021, Roadway Improvement Cost: $117,000, Total Project Cost: $368,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2226, Location: 1.5 Mi W of Plainview (Lat: 34.984611, Lng: -93.331631), Route carried "on" structure: State highway 28, Year Built: 1952, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,044 (year 2028), Design Load: H 15, Features Intersected: Browns Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.649, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: July 2021, Roadway Improvement Cost: $117,000, Total Project Cost: $368,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2227, Location: 2.68 M E OF SH 27 (Lat: 34.982250, Lng: -93.345350), Route carried "on" structure: State highway 28, Year Built: 1952, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,044 (year 2028), Design Load: H 15, Features Intersected: Gilkey Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: July 2021, Roadway Improvement Cost: $117,000, Total Project Cost: $305,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2227, Location: 2.68 M E OF SH 27 (Lat: 34.982250, Lng: -93.345350), Route carried "on" structure: State highway 28, Year Built: 1952, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,044 (year 2028), Design Load: H 15, Features Intersected: Gilkey Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2020, Other Special Inspection Date: July 2021, Roadway Improvement Cost: $117,000, Total Project Cost: $305,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4494, Location: .8 MI NW JCT SH 28&CR 12 (Lat: 34.997108, Lng: -93.306389), Route carried "on" structure: County highway 12, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2007), Design Load: H 20, Features Intersected: Porter Creek, Facility Carried by Structure: Salem Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4494, Location: .8 MI NW JCT SH 28&CR 12 (Lat: 34.997108, Lng: -93.306389), Route carried "on" structure: County highway 12, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 270 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2007), Design Load: H 20, Features Intersected: Porter Creek, Facility Carried by Structure: Salem Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7067, Location: 3.66 mi. w of jct. hwy 7 (Lat: 34.971428, Lng: -93.244247), Route carried "on" structure: State highway 60, Year Built: 2008, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 862 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,118 (year 2028), Design Load: HL 93, Features Intersected: Carter Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.890, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7067, Location: 3.66 mi. w of jct. hwy 7 (Lat: 34.971428, Lng: -93.244247), Route carried "on" structure: State highway 60, Year Built: 2008, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 862 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 1,118 (year 2028), Design Load: HL 93, Features Intersected: Carter Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.890, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17693, Location: 3 Mi S. Jct SH 28 (Lat: 34.944400, Lng: -93.327750), Route carried "on" structure: County highway 8, Year Built: 1905, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 15 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 55 (year 2035), Design Load: H 10, Features Intersected: Fourche LaFave River
Minimum Vertical Clearance: 3.35m (10.99ft), Kilometerpoint: 16.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 17693, Location: 3 Mi S. Jct SH 28 (Lat: 34.944400, Lng: -93.327750), Route carried "on" structure: County highway 8, Year Built: 1905, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 15 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 55 (year 2035), Design Load: H 10, Features Intersected: Fourche LaFave River
Minimum Vertical Clearance: 3.35m (10.99ft), Kilometerpoint: 16.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 17694, Location: 3.0 S SH 28 (Lat: 34.950692, Lng: -93.323306), Route carried "on" structure: County highway 9, Year Built: 1929, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 166 (year 2007), Features Intersected: Lake Nimrod Rel., Facility Carried by Structure: River Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.043, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Roadway Improvement Cost: $109,000, Total Project Cost: $253,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17694, Location: 3.0 S SH 28 (Lat: 34.950692, Lng: -93.323306), Route carried "on" structure: County highway 9, Year Built: 1929, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 166 (year 2007), Features Intersected: Lake Nimrod Rel., Facility Carried by Structure: River Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.043, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Roadway Improvement Cost: $109,000, Total Project Cost: $253,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2086, Location: 2.5 MI E JCT SH 27 (Lat: 35.007778, Lng: -93.335358), Route carried "on" structure: County highway 12, Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 587 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 114 (year 2007), Design Load: H 20, Features Intersected: Browns Creek, Facility Carried by Structure: Kingston Rd - B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.197, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 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: 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: July 2020
Structure Number: 2086, Location: 2.5 MI E JCT SH 27 (Lat: 35.007778, Lng: -93.335358), Route carried "on" structure: County highway 12, Year Built: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 587 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 114 (year 2007), Design Load: H 20, Features Intersected: Browns Creek, Facility Carried by Structure: Kingston Rd - B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.197, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 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: 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: July 2020
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Structure Number: 20861, Location: 3.1 M E Jct SH 27 (Lat: 35.014331, Lng: -93.329719), Route carried "on" structure: County highway 12, Year Built: 1990, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 587 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 114 (year 2007), Design Load: H 20, Features Intersected: Creek, Facility Carried by Structure: Kingston Rd - B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.114, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: July 2020
Structure Number: 20861, Location: 3.1 M E Jct SH 27 (Lat: 35.014331, Lng: -93.329719), Route carried "on" structure: County highway 12, Year Built: 1990, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 587 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 114 (year 2007), Design Load: H 20, Features Intersected: Creek, Facility Carried by Structure: Kingston Rd - B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.114, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: July 2020
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Structure Number: 2323, Location: 0.3 M E JCT CR 11 & 12 (Lat: 35.019158, Lng: -93.311250), Route carried "on" structure: County highway 11, Year Built: 2009, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 362 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 204 (year 2027), Design Load: H 20, Features Intersected: W Fork Porter Creek, Facility Carried by Structure: Growley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.8 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 2323, Location: 0.3 M E JCT CR 11 & 12 (Lat: 35.019158, Lng: -93.311250), Route carried "on" structure: County highway 11, Year Built: 2009, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 362 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 204 (year 2027), Design Load: H 20, Features Intersected: W Fork Porter Creek, Facility Carried by Structure: Growley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.8 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 23231, Location: 1.25 M E JCT CR 11 & 12 (Lat: 35.021931, Lng: -93.296194), Route carried "on" structure: County highway 11, Year Built: 2009, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 362 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 204 (year 2027), Design Load: H 20, Features Intersected: Porter Creek, Facility Carried by Structure: Growley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, 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: 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: 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: May 2021
Structure Number: 23231, Location: 1.25 M E JCT CR 11 & 12 (Lat: 35.021931, Lng: -93.296194), Route carried "on" structure: County highway 11, Year Built: 2009, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 362 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 204 (year 2027), Design Load: H 20, Features Intersected: Porter Creek, Facility Carried by Structure: Growley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, 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: 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: 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: May 2021
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Structure Number: 23448, Location: 2.50 M E JCT CR 11 & 12 (Lat: 35.022150, Lng: -93.275442), Route carried "on" structure: County highway 11, Year Built: 2010, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 362 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 230 (year 2030), Design Load: HS 20+Mod, Features Intersected: Creek, Facility Carried by Structure: Growley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, 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: 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 23448, Location: 2.50 M E JCT CR 11 & 12 (Lat: 35.022150, Lng: -93.275442), Route carried "on" structure: County highway 11, Year Built: 2010, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 362 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 230 (year 2030), Design Load: HS 20+Mod, Features Intersected: Creek, Facility Carried by Structure: Growley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, 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: 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: M0703, Location: 7.56 M E OF SH 27 (Lat: 35.008192, Lng: -93.275247), Route carried "on" structure: State highway 28, Year Built: 1929, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,367 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.163, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2018
Structure Number: M0703, Location: 7.56 M E OF SH 27 (Lat: 35.008192, Lng: -93.275247), Route carried "on" structure: State highway 28, Year Built: 1929, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,367 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.163, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2018
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Structure Number: 80904000003086, Location: 11.3 MI E OF HWY 27 (Lat: 34.931281, Lng: -93.323439), Route carried "on" structure: Federal lands road 146, Year Built: 1975, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 50 (year 1992), Average Future Daily Traffic: 75 (year 2042), Design Load: H 20, Features Intersected: HOGAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.080, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 80904000003086, Location: 11.3 MI E OF HWY 27 (Lat: 34.931281, Lng: -93.323439), Route carried "on" structure: Federal lands road 146, Year Built: 1975, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 50 (year 1992), Average Future Daily Traffic: 75 (year 2042), Design Load: H 20, Features Intersected: HOGAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.080, Lanes on structure: 1, Owner: U.S. Forest Service, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous