Bridge Statistics for Hatfield, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 197ft / 60.1mTotal length
- $3,620,000Total costs
- 31,532Total average daily traffic
- 2,553Total average daily truck traffic
- 37,826Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hatfield
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 31920-1929
- 11930-1939
- 31940-1949
- 21960-1969
- 11970-1979
- 31980-1989
- 41990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 6.7%Very good
- 13.3%Good
- 20.0%Satisfactory
- 60.0%Fair
- Bridge Condition - Superstructure
- 6.7%Very good
- 13.3%Good
- 20.0%Satisfactory
- 26.7%Fair
- 20.0%Poor
- 13.3%Serious
- Bridge Condition - Substructure
- 6.7%Very good
- 20.0%Good
- 20.0%Satisfactory
- 40.0%Fair
- 13.3%Poor
- Bridge Condition - Channel
- 11.1%Very good
- 38.9%Good
- 27.8%Satisfactory
- 22.2%Fair
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 1918, Location: 2.00 MI NE OF HATFIELD (Lat: 34.514444, Lng: -94.337861), Route carried "on" structure: US 71, Year Built: 1936, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 7,475 (year 2028), Design Load: H 15, Features Intersected: Two Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.121, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Roadway Improvement Cost: $400,000, Total Project Cost: $1,054,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1918, Location: 2.00 MI NE OF HATFIELD (Lat: 34.514444, Lng: -94.337861), Route carried "on" structure: US 71, Year Built: 1936, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 7,475 (year 2028), Design Load: H 15, Features Intersected: Two Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.121, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Roadway Improvement Cost: $400,000, Total Project Cost: $1,054,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4675, Location: 4.48 MI WEST CR 29 (Lat: 34.530050, Lng: -94.419928), Route carried "on" structure: County highway 38, Year Built: 1992, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 163 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 34 (year 2007), Design Load: HS 20, Features Intersected: Slate Creek Polk County
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.080, 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: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, 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: 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4675, Location: 4.48 MI WEST CR 29 (Lat: 34.530050, Lng: -94.419928), Route carried "on" structure: County highway 38, Year Built: 1992, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 163 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 34 (year 2007), Design Load: HS 20, Features Intersected: Slate Creek Polk County
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.080, 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: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, 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: 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4742, Location: 2.00 MI SW JCT 37&38 (Lat: 34.531650, Lng: -94.382828), Route carried "on" structure: County highway 38, Year Built: 1994, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 87 (year 2007), Design Load: HS 20, Features Intersected: Two Mile Creek Polk Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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 desirable 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4742, Location: 2.00 MI SW JCT 37&38 (Lat: 34.531650, Lng: -94.382828), Route carried "on" structure: County highway 38, Year Built: 1994, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 87 (year 2007), Design Load: HS 20, Features Intersected: Two Mile Creek Polk Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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 desirable 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5108, Location: 2.03 MI E OKLA. ST LINE (Lat: 34.505447, Lng: -94.431708), Route carried "on" structure: State highway 246, Year Built: 1966, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 390 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 486 (year 2028), Design Load: H 15, Features Intersected: Mountain Fork Little Red
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.265, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 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: Equal to present minimum criteria, 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 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5108, Location: 2.03 MI E OKLA. ST LINE (Lat: 34.505447, Lng: -94.431708), Route carried "on" structure: State highway 246, Year Built: 1966, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 390 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 486 (year 2028), Design Load: H 15, Features Intersected: Mountain Fork Little Red
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.265, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 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: Equal to present minimum criteria, 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 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 16133, Location: .25 MI N SH 246 (Lat: 34.494183, Lng: -94.387786), Route carried "on" structure: County highway 27, Year Built: 1978, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 12 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 72 (year 2007), Design Load: H 15, Features Intersected: Joshling Creek-Polk Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 16133, Location: .25 MI N SH 246 (Lat: 34.494183, Lng: -94.387786), Route carried "on" structure: County highway 27, Year Built: 1978, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 12 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 72 (year 2007), Design Load: H 15, Features Intersected: Joshling Creek-Polk Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 16144, Location: 3.28 MI S OLD POTTER (Lat: 34.514789, Lng: -94.347050), Route carried "on" structure: County highway 37, Year Built: 1923, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 221 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 108 (year 2007), Design Load: H 10, Features Intersected: Two Mile Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.279, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $232,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 16144, Location: 3.28 MI S OLD POTTER (Lat: 34.514789, Lng: -94.347050), Route carried "on" structure: County highway 37, Year Built: 1923, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 221 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 108 (year 2007), Design Load: H 10, Features Intersected: Two Mile Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.279, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $232,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 16146, Location: 2.49 S OLD POTTER (Lat: 34.524944, Lng: -94.349556), Route carried "on" structure: County highway 37, Year Built: 1922, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 221 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 108 (year 2007), Design Load: H 10, Features Intersected: Paul Branch - Polk Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.006, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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), Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2021, Other Special Inspection Date: October 2020, Roadway Improvement Cost: $109,000, Total Project Cost: $217,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 16146, Location: 2.49 S OLD POTTER (Lat: 34.524944, Lng: -94.349556), Route carried "on" structure: County highway 37, Year Built: 1922, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 221 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 108 (year 2007), Design Load: H 10, Features Intersected: Paul Branch - Polk Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.006, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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), Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2021, Other Special Inspection Date: October 2020, Roadway Improvement Cost: $109,000, Total Project Cost: $217,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 16149, Location: 3.10 MI W JCT 37 & 38 (Lat: 34.528500, Lng: -94.399389), Route carried "on" structure: County highway 38, Year Built: 1905, Status: Posted for load, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 87 (year 2007), Features Intersected: Mt. Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.987, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 9, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Channel: Good, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 13.53m (44.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: January 2022, Roadway Improvement Cost: $109,000, Total Project Cost: $752,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 16149, Location: 3.10 MI W JCT 37 & 38 (Lat: 34.528500, Lng: -94.399389), Route carried "on" structure: County highway 38, Year Built: 1905, Status: Posted for load, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 87 (year 2007), Features Intersected: Mt. Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.987, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 9, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Channel: Good, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 13.53m (44.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: January 2022, Roadway Improvement Cost: $109,000, Total Project Cost: $752,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 20404, Location: 0.03 MI S CO RD 34 (Lat: 34.466447, Lng: -94.344231), Route carried "on" structure: County highway 285, Year Built: 1983, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10 (year 2007), Features Intersected: Six Mile Creek - Polk Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 2.8m (9.2ft), Out-to-Out Width: 3.0m (9.8ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $244,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 20404, Location: 0.03 MI S CO RD 34 (Lat: 34.466447, Lng: -94.344231), Route carried "on" structure: County highway 285, Year Built: 1983, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10 (year 2007), Features Intersected: Six Mile Creek - Polk Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 2.8m (9.2ft), Out-to-Out Width: 3.0m (9.8ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $244,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 20604, Location: 0.25 M E US 71 & CO.RD 25 (Lat: 34.461103, Lng: -94.387061), Route carried "on" structure: County highway 25, Year Built: 1988, Status: Posted for load, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 62 (year 2007), Features Intersected: Six Mile Creek Polk Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $297,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 20604, Location: 0.25 M E US 71 & CO.RD 25 (Lat: 34.461103, Lng: -94.387061), Route carried "on" structure: County highway 25, Year Built: 1988, Status: Posted for load, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 62 (year 2007), Features Intersected: Six Mile Creek Polk Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $297,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 20906, Location: 1.25 M E CO RD 31 (Lat: 34.466783, Lng: -94.351942), Route carried "on" structure: County highway 34, Year Built: 1989, Year Reconstructed: 2012, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 98 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10 (year 2007), Features Intersected: Mike Creek Polk County
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $109,000, Total Project Cost: $210,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 20906, Location: 1.25 M E CO RD 31 (Lat: 34.466783, Lng: -94.351942), Route carried "on" structure: County highway 34, Year Built: 1989, Year Reconstructed: 2012, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 98 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 10 (year 2007), Features Intersected: Mike Creek Polk County
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $109,000, Total Project Cost: $210,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 21075, Location: 1.98 MI SE US 71 (Lat: 34.473072, Lng: -94.351578), Route carried "on" structure: County highway 35, Year Built: 1991, Year Reconstructed: 2007, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 672 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 62 (year 2007), Features Intersected: Mike Creek Polk Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.187, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2021, Other Special Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 21075, Location: 1.98 MI SE US 71 (Lat: 34.473072, Lng: -94.351578), Route carried "on" structure: County highway 35, Year Built: 1991, Year Reconstructed: 2007, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 672 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 62 (year 2007), Features Intersected: Mike Creek Polk Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.187, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of replacement, 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2021, Other Special Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 21215, Location: 5.69 MI N SH 246&CO RD31 (Lat: 34.465339, Lng: -94.374297), Route carried "on" structure: County highway 31, Year Built: 1992, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 901 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 62 (year 2007), Features Intersected: Six Mile Creek - Polk Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.156, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Other Special Inspection Date: April 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $294,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 21215, Location: 5.69 MI N SH 246&CO RD31 (Lat: 34.465339, Lng: -94.374297), Route carried "on" structure: County highway 31, Year Built: 1992, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 901 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 62 (year 2007), Features Intersected: Six Mile Creek - Polk Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.156, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Other Special Inspection Date: April 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $294,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 23888, Location: 3.21 Miles So. of Potter (Lat: 34.515311, Lng: -94.347131), Route carried "on" structure: County highway 37, Year Built: 2016, Status: Posted for load, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 221 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 110 (year 2036), Features Intersected: Two Mile Creek- Polk
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 5.164, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $320,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 23888, Location: 3.21 Miles So. of Potter (Lat: 34.515311, Lng: -94.347131), Route carried "on" structure: County highway 37, Year Built: 2016, Status: Posted for load, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 221 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 110 (year 2036), Features Intersected: Two Mile Creek- Polk
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 5.164, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $320,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: A0931, Location: So. City Limits Hatfield (Lat: 34.482189, Lng: -94.381303), Route carried "on" structure: US 71, Year Built: 1929, Year Reconstructed: 1975, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,478 (year 2028), Design Load: H 20, Features Intersected: Railroad - KCS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.618, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: A0931, Location: So. City Limits Hatfield (Lat: 34.482189, Lng: -94.381303), Route carried "on" structure: US 71, Year Built: 1929, Year Reconstructed: 1975, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 5,100 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,478 (year 2028), Design Load: H 20, Features Intersected: Railroad - KCS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.618, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M1353, Location: 24.52 MI N SEVIER CO LINE (Lat: 34.495550, Lng: -94.370139), Route carried "on" structure: US 71, Year Built: 1941, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,350 (year 2028), Design Load: H 15, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.453, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 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: 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: M1353, Location: 24.52 MI N SEVIER CO LINE (Lat: 34.495550, Lng: -94.370139), Route carried "on" structure: US 71, Year Built: 1941, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,350 (year 2028), Design Load: H 15, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.453, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 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: 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: M1354, Location: 1.0 MI N HATFIELD (Lat: 34.499844, Lng: -94.365633), Route carried "on" structure: US 71, Year Built: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,350 (year 2028), Design Load: H 15, Features Intersected: Joshling Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.095, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, 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 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: M1354, Location: 1.0 MI N HATFIELD (Lat: 34.499844, Lng: -94.365633), Route carried "on" structure: US 71, Year Built: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,350 (year 2028), Design Load: H 15, Features Intersected: Joshling Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.095, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, 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 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: M1355, Location: 26.49 MI N SEVIER CO LINE (Lat: 34.511942, Lng: -94.342497), Route carried "on" structure: US 71, Year Built: 1941, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 7,475 (year 2028), Design Load: H 15, Features Intersected: Two Mile Creek Tributary
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.622, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2021
Structure Number: M1355, Location: 26.49 MI N SEVIER CO LINE (Lat: 34.511942, Lng: -94.342497), Route carried "on" structure: US 71, Year Built: 1941, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 7,475 (year 2028), Design Load: H 15, Features Intersected: Two Mile Creek Tributary
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.622, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2021
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Structure Number: M2521, Location: 4.81 MI E OKLA ST LINE (Lat: 34.494778, Lng: -94.392639), Route carried "on" structure: State highway 246, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 390 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2038), Design Load: H 15, Features Intersected: Joshling Creek-Polk Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.739, 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: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2022
Structure Number: M2521, Location: 4.81 MI E OKLA ST LINE (Lat: 34.494778, Lng: -94.392639), Route carried "on" structure: State highway 246, Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 390 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 400 (year 2038), Design Load: H 15, Features Intersected: Joshling Creek-Polk Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.739, 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: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2022