Bridge Statistics for Goshen, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 266ft / 81.0mTotal length
- $1,313,000Total costs
- 33,563Total average daily traffic
- 961Total average daily truck traffic
- 31,952Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Goshen
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 21950-1959
- 21960-1969
- 21970-1979
- 61980-1989
- 41990-1999
- 42000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 50.0%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 12.5%Good
- 56.3%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 6.3%Very good
- 50.0%Good
- 18.8%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 50.0%Good
- 40.9%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 50.0%Satisfactory
- 16.7%Fair
Find on map >> Show street view
Structure Number: 2712, Location: 1.23 MI W OF MADISON CO (Lat: 36.131728, Lng: -93.948097), Route carried "on" structure: State highway 45, Year Built: 1950, Year Reconstructed: 2003, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,641 (year 2028), Design Load: HS 20, Features Intersected: Brush Creek-Washington
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.944, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $541,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2712, Location: 1.23 MI W OF MADISON CO (Lat: 36.131728, Lng: -93.948097), Route carried "on" structure: State highway 45, Year Built: 1950, Year Reconstructed: 2003, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,641 (year 2028), Design Load: HS 20, Features Intersected: Brush Creek-Washington
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.944, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $541,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 4201, Location: 0.47 M NW JCT SH 45 (Lat: 36.103331, Lng: -93.998442), Route carried "on" structure: City street 5621, Year Built: 1965, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 304 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 245 (year 2007), Design Load: H 15, Features Intersected: Mill Branch-Goshen, Facility Carried by Structure: Blue Springs Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), 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: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4201, Location: 0.47 M NW JCT SH 45 (Lat: 36.103331, Lng: -93.998442), Route carried "on" structure: City street 5621, Year Built: 1965, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 304 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 245 (year 2007), Design Load: H 15, Features Intersected: Mill Branch-Goshen, Facility Carried by Structure: Blue Springs Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), 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: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 4517, Location: 4.9 MI SO OF GOSHEN (Lat: 36.048889, Lng: -93.973608), Route carried "on" structure: County highway 79, Year Built: 1986, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 1,447 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 430 (year 2007), Design Load: H 20, Features Intersected: Richland Creek-Wash Co., Facility Carried by Structure: Goshen Tuttle Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.523, Lanes on structure: 2, 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: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4517, Location: 4.9 MI SO OF GOSHEN (Lat: 36.048889, Lng: -93.973608), Route carried "on" structure: County highway 79, Year Built: 1986, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 1,447 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 430 (year 2007), Design Load: H 20, Features Intersected: Richland Creek-Wash Co., Facility Carried by Structure: Goshen Tuttle Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.523, Lanes on structure: 2, 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: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 5821, Location: 0.5 N JCT SH 74 (Lat: 36.032931, Lng: -93.925150), Route carried "on" structure: State highway 295, Year Built: 1980, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 530 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 543 (year 2028), Design Load: H 20, Features Intersected: CHERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 5821, Location: 0.5 N JCT SH 74 (Lat: 36.032931, Lng: -93.925150), Route carried "on" structure: State highway 295, Year Built: 1980, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 530 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 543 (year 2028), Design Load: H 20, Features Intersected: CHERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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
Find on map >> Show street view
Structure Number: 5995, Location: 2.24 Mi N of Jct SH45 (Lat: 36.158769, Lng: -93.938489), Route carried "on" structure: State highway 303, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 605 (year 2028), Design Load: H 20, Features Intersected: Whitener Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.605, Lanes on structure: 2, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5995, Location: 2.24 Mi N of Jct SH45 (Lat: 36.158769, Lng: -93.938489), Route carried "on" structure: State highway 303, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 605 (year 2028), Design Load: H 20, Features Intersected: Whitener Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.605, Lanes on structure: 2, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 6789, Location: 9.48 MI E. OF US 71-B (Lat: 36.106489, Lng: -94.012758), Route carried "on" structure: State highway 45, Year Built: 2002, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 7,200 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 9,001 (year 2028), Design Load: HS 20, Features Intersected: White River-Washington
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.257, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6789, Location: 9.48 MI E. OF US 71-B (Lat: 36.106489, Lng: -94.012758), Route carried "on" structure: State highway 45, Year Built: 2002, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 7,200 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 9,001 (year 2028), Design Load: HS 20, Features Intersected: White River-Washington
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.257, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 679, Location: 9.8 MI E OF US 71 B (Lat: 36.104089, Lng: -94.007869), Route carried "on" structure: State highway 45, Year Built: 2002, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 8,017 (year 2028), Design Load: HS 20, Features Intersected: Richland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.772, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 679, Location: 9.8 MI E OF US 71 B (Lat: 36.104089, Lng: -94.007869), Route carried "on" structure: State highway 45, Year Built: 2002, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 6,600 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 8,017 (year 2028), Design Load: HS 20, Features Intersected: Richland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.772, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 15024, Location: 6MI SW OF HINDSVILLE (Lat: 36.113233, Lng: -93.922850), Route carried "on" structure: County highway 10, Year Built: 1942, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 142 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2007), Design Load: H 20, Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 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, 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: April 2021
Structure Number: 15024, Location: 6MI SW OF HINDSVILLE (Lat: 36.113233, Lng: -93.922850), Route carried "on" structure: County highway 10, Year Built: 1942, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 142 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2007), Design Load: H 20, Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 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, 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: April 2021
Find on map >> Show street view
Structure Number: 17353, Location: 0.8 MI S SH 412 (Lat: 36.161289, Lng: -94.005100), Route carried "on" structure: County highway 70, Year Built: 1964, Status: Posted for load, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,844 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 245 (year 2007), Design Load: H 20, Features Intersected: Beaver Lake Wash. Co., Facility Carried by Structure: Blue Springs Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, 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: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.24m (33.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $612,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17353, Location: 0.8 MI S SH 412 (Lat: 36.161289, Lng: -94.005100), Route carried "on" structure: County highway 70, Year Built: 1964, Status: Posted for load, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,844 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 245 (year 2007), Design Load: H 20, Features Intersected: Beaver Lake Wash. Co., Facility Carried by Structure: Blue Springs Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, 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: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.24m (33.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $612,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1738, Location: 0.08 W SH 303 MAYFIELD (Lat: 36.133917, Lng: -93.951322), Route carried "on" structure: County highway 368, Year Built: 1976, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 235 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2007), Design Load: H 15, Features Intersected: Brush Creek - Wash. Co., Facility Carried by Structure: Spring Valley Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 23.6 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: Meets minimum limits, 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: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Total Project Cost: $77,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1738, Location: 0.08 W SH 303 MAYFIELD (Lat: 36.133917, Lng: -93.951322), Route carried "on" structure: County highway 368, Year Built: 1976, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 235 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2007), Design Load: H 15, Features Intersected: Brush Creek - Wash. Co., Facility Carried by Structure: Spring Valley Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 23.6 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: Meets minimum limits, 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: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Total Project Cost: $77,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 18318, Location: 1.63 MI S SH 45 (Lat: 36.083333, Lng: -93.984556), Route carried "on" structure: County highway 79, Year Built: 1938, Year Reconstructed: 1981, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,447 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 477 (year 2007), Features Intersected: Sinking/Dry Cr.-Wash Co., Facility Carried by Structure: Goshen Tuttle Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.262, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: High priority of corrective action, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Total Project Cost: $83,000, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 18318, Location: 1.63 MI S SH 45 (Lat: 36.083333, Lng: -93.984556), Route carried "on" structure: County highway 79, Year Built: 1938, Year Reconstructed: 1981, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,447 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 477 (year 2007), Features Intersected: Sinking/Dry Cr.-Wash Co., Facility Carried by Structure: Goshen Tuttle Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.262, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: High priority of corrective action, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Total Project Cost: $83,000, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 20408, Location: 2.0 MI WEST SH 303 (Lat: 36.149889, Lng: -93.974469), Route carried "on" structure: County highway 97, Year Built: 1974, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 432 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2007), Features Intersected: Whitener Creek-Wash. Co., Facility Carried by Structure: S. Vanzant Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.059, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20408, Location: 2.0 MI WEST SH 303 (Lat: 36.149889, Lng: -93.974469), Route carried "on" structure: County highway 97, Year Built: 1974, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 432 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2007), Features Intersected: Whitener Creek-Wash. Co., Facility Carried by Structure: S. Vanzant Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.059, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 20846, Location: 0.1 MI S OF JCT CO RD 332 (Lat: 36.069944, Lng: -93.965139), Route carried "on" structure: County highway 330, Year Built: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 787 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 94 (year 2007), Design Load: H 20, Features Intersected: Sinking Creek, Facility Carried by Structure: Ball Road-Wash. Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20846, Location: 0.1 MI S OF JCT CO RD 332 (Lat: 36.069944, Lng: -93.965139), Route carried "on" structure: County highway 330, Year Built: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 787 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 94 (year 2007), Design Load: H 20, Features Intersected: Sinking Creek, Facility Carried by Structure: Ball Road-Wash. Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.543, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 20847, Location: 2.18 MI SE CO RD 328 (Lat: 36.078278, Lng: -93.963361), Route carried "on" structure: County highway 327, Year Built: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 67 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2007), Design Load: H 20, Features Intersected: Dry Creek, Facility Carried by Structure: Hale Road-Wash. Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.364, 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: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20847, Location: 2.18 MI SE CO RD 328 (Lat: 36.078278, Lng: -93.963361), Route carried "on" structure: County highway 327, Year Built: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 67 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2007), Design Load: H 20, Features Intersected: Dry Creek, Facility Carried by Structure: Hale Road-Wash. Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.364, 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: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 21278, Location: 0.1 MI S E OF CO RD 79 (Lat: 36.084556, Lng: -93.980417), Route carried "on" structure: County highway 330, Year Built: 1993, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 787 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 94 (year 2007), Features Intersected: Dry Creek-Washington Co., Facility Carried by Structure: Ball Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21278, Location: 0.1 MI S E OF CO RD 79 (Lat: 36.084556, Lng: -93.980417), Route carried "on" structure: County highway 330, Year Built: 1993, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 787 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 94 (year 2007), Features Intersected: Dry Creek-Washington Co., Facility Carried by Structure: Ball Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 21983, Location: 0.2 MI N OF SH 45 (Lat: 36.102881, Lng: -94.034444), Route carried "on" structure: City street 46450, Year Built: 1998, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 214 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 63 (year 2007), Features Intersected: Creek-Washington Co., Facility Carried by Structure: Oxford Bend Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 21983, Location: 0.2 MI N OF SH 45 (Lat: 36.102881, Lng: -94.034444), Route carried "on" structure: City street 46450, Year Built: 1998, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 214 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 63 (year 2007), Features Intersected: Creek-Washington Co., Facility Carried by Structure: Oxford Bend Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020
Find on map >> Show street view
Structure Number: 22208, Location: 2.7 MI S. OF US 412 (Lat: 36.130933, Lng: -94.061019), Route carried "on" structure: County highway 89, Year Built: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 703 (year 2020), Features Intersected: Creek - Wash. Co., Facility Carried by Structure: Habberton Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.328, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22208, Location: 2.7 MI S. OF US 412 (Lat: 36.130933, Lng: -94.061019), Route carried "on" structure: County highway 89, Year Built: 2000, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 703 (year 2020), Features Intersected: Creek - Wash. Co., Facility Carried by Structure: Habberton Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.328, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22782, Location: 0.1 Mi West Co. Line (Lat: 36.082219, Lng: -93.946056), Route carried "on" structure: County highway 331, Year Built: 2004, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 47 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 14 (year 2025), Features Intersected: Dry Creek - Wash. Co., Facility Carried by Structure: S. Cave Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22782, Location: 0.1 Mi West Co. Line (Lat: 36.082219, Lng: -93.946056), Route carried "on" structure: County highway 331, Year Built: 2004, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 47 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 14 (year 2025), Features Intersected: Dry Creek - Wash. Co., Facility Carried by Structure: S. Cave Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: M0912, Location: 2.6 MI SW JCT SH 303 & 45 (Lat: 36.103750, Lng: -93.985361), Route carried "on" structure: State highway 45, Year Built: 1951, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,641 (year 2028), Design Load: H 15, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.100, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 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: November 2021
Structure Number: M0912, Location: 2.6 MI SW JCT SH 303 & 45 (Lat: 36.103750, Lng: -93.985361), Route carried "on" structure: State highway 45, Year Built: 1951, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,641 (year 2028), Design Load: H 15, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.100, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), 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: 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: November 2021
Find on map >> Show street view
Structure Number: X0414, Location: 3.5MI NO JCT 74 & 295 (Lat: 36.069028, Lng: -93.909539), Route carried "on" structure: State highway 295, Year Built: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 530 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 543 (year 2028), Design Load: H 20, Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, 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: Satisfactory, Operating Rating: 32.7 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: Febuary 2020
Structure Number: X0414, Location: 3.5MI NO JCT 74 & 295 (Lat: 36.069028, Lng: -93.909539), Route carried "on" structure: State highway 295, Year Built: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 530 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 543 (year 2028), Design Load: H 20, Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, 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: Satisfactory, Operating Rating: 32.7 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: Febuary 2020
Find on map >> Show street view
Structure Number: X0658, Location: 0.3 Mi N. Jct Hwy 45 (Lat: 36.134839, Lng: -93.949900), Route carried "on" structure: State highway 303, Year Built: 1986, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 605 (year 2028), Design Load: H 20, Features Intersected: Creek-Washington Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: X0658, Location: 0.3 Mi N. Jct Hwy 45 (Lat: 36.134839, Lng: -93.949900), Route carried "on" structure: State highway 303, Year Built: 1986, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 605 (year 2028), Design Load: H 20, Features Intersected: Creek-Washington Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021
Find on map >> Show street view
Structure Number: X0659, Location: 0.7 Mi N. Jct Hwy 45 (Lat: 36.139350, Lng: -93.945361), Route carried "on" structure: State highway 303, Year Built: 1986, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 605 (year 2028), Design Load: H 20, Features Intersected: Creek - Washington Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Good, 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: October 2021
Structure Number: X0659, Location: 0.7 Mi N. Jct Hwy 45 (Lat: 36.139350, Lng: -93.945361), Route carried "on" structure: State highway 303, Year Built: 1986, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 605 (year 2028), Design Load: H 20, Features Intersected: Creek - Washington Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Good, 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: October 2021