Bridge Statistics for Dyer, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 66ft / 20.0mTotal length
- $883,000Total costs
- 100,605Total average daily traffic
- 11,383Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Dyer
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11930-1939
- 11940-1949
- 31960-1969
- 11970-1979
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 21950-1959
- 11960-1969
- Bridge Condition - Deck
- 71.4%Good
- 28.6%Satisfactory
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Satisfactory
- 42.9%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 14.3%Very good
- 28.6%Satisfactory
- 57.1%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 10.0%Good
- 80.0%Satisfactory
- Bridge Condition - Culverts
- 25.0%Good
- 75.0%Satisfactory
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Structure Number: 2282, Location: 4.10MI E JCT US71 (Lat: 35.494508, Lng: -94.150006), Route carried "on" structure: US 64, Year Built: 1927, Year Reconstructed: 1962, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,044 (year 2028), Design Load: H 15, Features Intersected: Herd Br. - Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.342, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $130,000, Total Project Cost: $276,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2282, Location: 4.10MI E JCT US71 (Lat: 35.494508, Lng: -94.150006), Route carried "on" structure: US 64, Year Built: 1927, Year Reconstructed: 1962, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,044 (year 2028), Design Load: H 15, Features Intersected: Herd Br. - Crawford Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.342, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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 corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $130,000, Total Project Cost: $276,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2283, Location: 5.4 MI E HWY 64 & 71JCT (Lat: 35.496475, Lng: -94.136378), Route carried "on" structure: US 64, Year Built: 1927, Year Reconstructed: 1942, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,278 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,492 (year 2028), Design Load: H 15, Features Intersected: Lumis Branch-Crawford Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.646, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2283, Location: 5.4 MI E HWY 64 & 71JCT (Lat: 35.496475, Lng: -94.136378), Route carried "on" structure: US 64, Year Built: 1927, Year Reconstructed: 1942, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,278 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,492 (year 2028), Design Load: H 15, Features Intersected: Lumis Branch-Crawford Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.646, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2284, Location: 6.2MI E JCT US 71 (Lat: 35.504586, Lng: -94.126381), Route carried "on" structure: US 64, Year Built: 1927, Year Reconstructed: 1962, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,278 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,492 (year 2028), Design Load: H 15, Features Intersected: Morris Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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, 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2284, Location: 6.2MI E JCT US 71 (Lat: 35.504586, Lng: -94.126381), Route carried "on" structure: US 64, Year Built: 1927, Year Reconstructed: 1962, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,278 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,492 (year 2028), Design Load: H 15, Features Intersected: Morris Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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, 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3892, Location: JCT I-40 & DYER G.S. (Lat: 35.500981, Lng: -94.147269), Route carried "on" structure: County highway 48, Year Built: 1965, Status: Posted for load, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 351 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 301 (year 2007), Design Load: H 15, Features Intersected: Interstate 40-Crawford, Facility Carried by Structure: Ridge Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Operating Rating: 44.5 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3892, Location: JCT I-40 & DYER G.S. (Lat: 35.500981, Lng: -94.147269), Route carried "on" structure: County highway 48, Year Built: 1965, Status: Posted for load, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 351 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 301 (year 2007), Design Load: H 15, Features Intersected: Interstate 40-Crawford, Facility Carried by Structure: Ridge Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Operating Rating: 44.5 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4683, Location: @BELMONT&RIDGE RD. (Lat: 35.543331, Lng: -94.158764), Route carried "on" structure: County highway 47, Year Built: 1992, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,284 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 158 (year 2007), Design Load: HS 20, Features Intersected: Little Mulberry Creek, Facility Carried by Structure: Ridge Rd-Craw Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4683, Location: @BELMONT&RIDGE RD. (Lat: 35.543331, Lng: -94.158764), Route carried "on" structure: County highway 47, Year Built: 1992, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,284 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 158 (year 2007), Design Load: HS 20, Features Intersected: Little Mulberry Creek, Facility Carried by Structure: Ridge Rd-Craw Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12206, Location: 0.61MI NO CO RD 55 (Lat: 35.471525, Lng: -94.133658), Route carried "on" structure: County highway 60, Year Built: 1935, Year Reconstructed: 1965, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 63 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 81 (year 2007), Design Load: H 10, Features Intersected: Crooked Slough, Facility Carried by Structure: River Rd- Craw Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.9 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $217,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12206, Location: 0.61MI NO CO RD 55 (Lat: 35.471525, Lng: -94.133658), Route carried "on" structure: County highway 60, Year Built: 1935, Year Reconstructed: 1965, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 63 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 81 (year 2007), Design Load: H 10, Features Intersected: Crooked Slough, Facility Carried by Structure: River Rd- Craw Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.9 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $217,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18697, Location: 0.9 MI NE OF CO RD 48 (Lat: 35.508692, Lng: -94.133608), Route carried "on" structure: City street 38080, Year Built: 1978, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 119 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 49 (year 2007), Design Load: H 15, Features Intersected: Morris Branch-Crawford, Facility Carried by Structure: Melody Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.465, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $131,000, Total Project Cost: $182,000
Structure Number: 18697, Location: 0.9 MI NE OF CO RD 48 (Lat: 35.508692, Lng: -94.133608), Route carried "on" structure: City street 38080, Year Built: 1978, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 119 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 49 (year 2007), Design Load: H 15, Features Intersected: Morris Branch-Crawford, Facility Carried by Structure: Melody Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.465, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $131,000, Total Project Cost: $182,000
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Structure Number: 19085, Location: 0.38MI W OF MAIN STREET (Lat: 35.490261, Lng: -94.144997), Route carried "on" structure: City street 48170, Year Built: 1940, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 890 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2007), Design Load: H 15, Features Intersected: Herd Branch-Crawford Co, Facility Carried by Structure: W Red Hill St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal 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: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $208,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19085, Location: 0.38MI W OF MAIN STREET (Lat: 35.490261, Lng: -94.144997), Route carried "on" structure: City street 48170, Year Built: 1940, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 890 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2007), Design Load: H 15, Features Intersected: Herd Branch-Crawford Co, Facility Carried by Structure: W Red Hill St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal 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: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $208,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21191, Location: Jct of BELMONT&RIDGE RD. (Lat: 35.542781, Lng: -94.158892), Route carried "on" structure: County highway 47, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 542 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 278 (year 2011), Design Load: H 20, Features Intersected: Creek - Crawford Co., Facility Carried by Structure: Ridge Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.264, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 21191, Location: Jct of BELMONT&RIDGE RD. (Lat: 35.542781, Lng: -94.158892), Route carried "on" structure: County highway 47, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 542 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 278 (year 2011), Design Load: H 20, Features Intersected: Creek - Crawford Co., Facility Carried by Structure: Ridge Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.264, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: X0053, Location: 3.8 MI NE JCT US 71 & 40 (Lat: 35.497781, Lng: -94.157069), Route carried "on" structure: Interstate 40, Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 35%, Average Future Daily Traffic: 32,333 (year 2028), Design Load: H 20, Features Intersected: Herd Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.851, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: 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: X0053, Location: 3.8 MI NE JCT US 71 & 40 (Lat: 35.497781, Lng: -94.157069), Route carried "on" structure: Interstate 40, Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 35%, Average Future Daily Traffic: 32,333 (year 2028), Design Load: H 20, Features Intersected: Herd Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.851, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: 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
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Structure Number: X0054, Location: 5.7 MI NE JCT US 71 & 40 (Lat: 35.508361, Lng: -94.131233), Route carried "on" structure: Interstate 40, Year Built: 1965, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 32,333 (year 2028), Design Load: H 20, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.442, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: X0054, Location: 5.7 MI NE JCT US 71 & 40 (Lat: 35.508361, Lng: -94.131233), Route carried "on" structure: Interstate 40, Year Built: 1965, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 32,333 (year 2028), Design Load: H 20, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.442, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 3892, Location: JCT I-40 & DYER G.S. (Lat: 35.500981, Lng: -94.147269), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2013), Truck Traffic: 1%, Features Intersected: Interstate 40, Facility Carried by Structure: Ridge Road
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 28.801, Length of Maximum Span: 0.0m
Structure Number: 3892, Location: JCT I-40 & DYER G.S. (Lat: 35.500981, Lng: -94.147269), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2013), Truck Traffic: 1%, Features Intersected: Interstate 40, Facility Carried by Structure: Ridge Road
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 28.801, Length of Maximum Span: 0.0m
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Structure Number: 3892, Location: JCT I-40 & DYER G.S. (Lat: 35.500981, Lng: -94.147269), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2013), Truck Traffic: 1%, Features Intersected: Interstate 40, Facility Carried by Structure: Ridge Road
Minimum Vertical Clearance: 5.42m (17.78ft), Kilometerpoint: 28.801, Length of Maximum Span: 0.0m
Structure Number: 3892, Location: JCT I-40 & DYER G.S. (Lat: 35.500981, Lng: -94.147269), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2013), Truck Traffic: 1%, Features Intersected: Interstate 40, Facility Carried by Structure: Ridge Road
Minimum Vertical Clearance: 5.42m (17.78ft), Kilometerpoint: 28.801, Length of Maximum Span: 0.0m