Bridge Statistics for Cedarville, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 72ft / 22.1mTotal length
- $245,000Total costs
- 10,953Total average daily traffic
- 435Total average daily truck traffic
- 11,895Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cedarville
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 11970-1979
- 31980-1989
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 11970-1979
- Bridge Condition - Deck
- 16.7%Very good
- 16.7%Good
- 16.7%Satisfactory
- 50.0%Fair
- Bridge Condition - Superstructure
- 33.3%Good
- 16.7%Satisfactory
- 33.3%Fair
- 16.7%Poor
- Bridge Condition - Substructure
- 33.3%Good
- 50.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 33.3%Very good
- 25.0%Good
- 41.7%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 5572, Location: 5.35MI E OF JCT SH 59&162 (Lat: 35.572944, Lng: -94.303808), Route carried "on" structure: State highway 162, Year Built: 1974, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 920 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,138 (year 2028), Design Load: H 20, Features Intersected: Cedar Creek-Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.608, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5572, Location: 5.35MI E OF JCT SH 59&162 (Lat: 35.572944, Lng: -94.303808), Route carried "on" structure: State highway 162, Year Built: 1974, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 920 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,138 (year 2028), Design Load: H 20, Features Intersected: Cedar Creek-Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.608, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5892, Location: 1.8 MI E SH 59 (Lat: 35.569003, Lng: -94.345911), Route carried "on" structure: State highway 162, Year Built: 1982, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 920 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,138 (year 2028), Design Load: H 20, Features Intersected: Cedar Creek Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.895, Lanes on structure: 2, Owner: State 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: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5892, Location: 1.8 MI E SH 59 (Lat: 35.569003, Lng: -94.345911), Route carried "on" structure: State highway 162, Year Built: 1982, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 920 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,138 (year 2028), Design Load: H 20, Features Intersected: Cedar Creek Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.895, Lanes on structure: 2, Owner: State 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: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20721, Location: 4.86 MI EAST SH 220 (Lat: 35.563689, Lng: -94.388642), Route carried "on" structure: County highway 222, Year Built: 1988, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,519 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 78 (year 2007), Features Intersected: Webber Creek, Facility Carried by Structure: Shiloh Rd-Craw. Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.820, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 4.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $245,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20721, Location: 4.86 MI EAST SH 220 (Lat: 35.563689, Lng: -94.388642), Route carried "on" structure: County highway 222, Year Built: 1988, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,519 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 78 (year 2007), Features Intersected: Webber Creek, Facility Carried by Structure: Shiloh Rd-Craw. Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.820, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Operating Rating: 4.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $245,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23386, Location: 0.01 Mi East Jct Hwy 59 (Lat: 35.571358, Lng: -94.368081), Route carried "on" structure: City street 54703, Year Built: 2010, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 152 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 84 (year 2025), Design Load: HS 20, Features Intersected: Little Webber creek, Facility Carried by Structure: Pirates Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, 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: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23386, Location: 0.01 Mi East Jct Hwy 59 (Lat: 35.571358, Lng: -94.368081), Route carried "on" structure: City street 54703, Year Built: 2010, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 152 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 84 (year 2025), Design Load: HS 20, Features Intersected: Little Webber creek, Facility Carried by Structure: Pirates Way
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, 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: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23582, Location: 5.0 MI East SH 220 (Lat: 35.561119, Lng: -94.389367), Route carried "on" structure: County highway 222, Year Built: 2013, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 1,519 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 78 (year 2007), Design Load: HS 20, Features Intersected: Little Webber Creek, Facility Carried by Structure: Shiloh Rd-Crawford
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.045, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23582, Location: 5.0 MI East SH 220 (Lat: 35.561119, Lng: -94.389367), Route carried "on" structure: County highway 222, Year Built: 2013, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 1,519 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 78 (year 2007), Design Load: HS 20, Features Intersected: Little Webber Creek, Facility Carried by Structure: Shiloh Rd-Crawford
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.045, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M1064, Location: 11.75 N JCT I 40 (Lat: 35.613394, Lng: -94.377986), Route carried "on" structure: State highway 59, Year Built: 1930, Year Reconstructed: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,731 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,199 (year 2028), Design Load: H 15, Features Intersected: Webber Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.673, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: March 2021
Structure Number: M1064, Location: 11.75 N JCT I 40 (Lat: 35.613394, Lng: -94.377986), Route carried "on" structure: State highway 59, Year Built: 1930, Year Reconstructed: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,731 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,199 (year 2028), Design Load: H 15, Features Intersected: Webber Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.673, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: 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: March 2021
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Structure Number: M2363, Location: 5.1 MI N SH 59 (Lat: 35.652619, Lng: -94.351261), Route carried "on" structure: State highway 220, Year Built: 1936, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 420 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 414 (year 2028), Features Intersected: Kimbler Creek-Craw. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.158, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: M2363, Location: 5.1 MI N SH 59 (Lat: 35.652619, Lng: -94.351261), Route carried "on" structure: State highway 220, Year Built: 1936, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 420 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 414 (year 2028), Features Intersected: Kimbler Creek-Craw. Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.158, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: M2364, Location: 5.51 MI N JCT SH 220 & 59 (Lat: 35.657450, Lng: -94.348219), Route carried "on" structure: State highway 220, Year Built: 1948, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 420 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 414 (year 2028), Features Intersected: Elmo Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.866, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M2364, Location: 5.51 MI N JCT SH 220 & 59 (Lat: 35.657450, Lng: -94.348219), Route carried "on" structure: State highway 220, Year Built: 1948, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 420 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 414 (year 2028), Features Intersected: Elmo Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.866, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M3869, Location: 0.25 MI N. Of Hobb Town (Lat: 35.574942, Lng: -94.303728), Route carried "on" structure: State highway 162, Year Built: 1936, Year Reconstructed: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 920 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,138 (year 2028), Design Load: H 10, Features Intersected: East Cedar Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.997, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: M3869, Location: 0.25 MI N. Of Hobb Town (Lat: 35.574942, Lng: -94.303728), Route carried "on" structure: State highway 162, Year Built: 1936, Year Reconstructed: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 920 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,138 (year 2028), Design Load: H 10, Features Intersected: East Cedar Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.997, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: X0719, Location: 4.54 MI NE JCT SH 59 (Lat: 35.647894, Lng: -94.352731), Route carried "on" structure: State highway 220, Year Built: 1988, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 420 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 414 (year 2028), Design Load: H 20, Features Intersected: LaRue Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.305, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2022
Structure Number: X0719, Location: 4.54 MI NE JCT SH 59 (Lat: 35.647894, Lng: -94.352731), Route carried "on" structure: State highway 220, Year Built: 1988, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 420 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 414 (year 2028), Design Load: H 20, Features Intersected: LaRue Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.305, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2022
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Structure Number: X146, Location: 3.3 Mi. N SH 220 (Lat: 35.647881, Lng: -94.394589), Route carried "on" structure: State highway 59, Year Built: 2018, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 1,006 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 2,400 (year 2036), Design Load: HL 93, Features Intersected: Chatman Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.284, 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: X146, Location: 3.3 Mi. N SH 220 (Lat: 35.647881, Lng: -94.394589), Route carried "on" structure: State highway 59, Year Built: 2018, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 1,006 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 2,400 (year 2036), Design Load: HL 93, Features Intersected: Chatman Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.284, 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: X1513, Location: 15.35 miles N JCT I-40 (Lat: 35.657811, Lng: -94.400250), Route carried "on" structure: State highway 59, Year Built: 2017, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 1,006 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 2,400 (year 2036), Design Load: HL 93, Features Intersected: Tudor Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 15.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: October 2021
Structure Number: X1513, Location: 15.35 miles N JCT I-40 (Lat: 35.657811, Lng: -94.400250), Route carried "on" structure: State highway 59, Year Built: 2017, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 1,006 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 2,400 (year 2036), Design Load: HL 93, Features Intersected: Tudor Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 15.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: October 2021