Bridge Statistics for Eureka Springs, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 203ft / 62.3mTotal length
- $1,871,000Total costs
- 28,393Total average daily traffic
- 849Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Eureka Springs
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 41920-1929
- 31930-1939
- 31940-1949
- 11960-1969
- 21970-1979
- 11990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 61.5%Good
- 30.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 7.7%Very good
- 30.8%Good
- 30.8%Satisfactory
- 30.8%Fair
- Bridge Condition - Substructure
- 23.1%Good
- 46.2%Satisfactory
- 30.8%Fair
- Bridge Condition - Channel
- 5.9%Excellent
- 11.8%Very good
- 29.4%Good
- 41.2%Satisfactory
- 11.8%Fair
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 335, Location: AT BEAR CREEK SPRINGS (Lat: 36.298358, Lng: -93.185319), Route carried "on" structure: County highway 607, Year Built: 1928, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 155 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2025), Design Load: H 15, Features Intersected: ROLANDS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335, Location: AT BEAR CREEK SPRINGS (Lat: 36.298358, Lng: -93.185319), Route carried "on" structure: County highway 607, Year Built: 1928, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 155 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2025), Design Load: H 15, Features Intersected: ROLANDS FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 516, Location: 0.4 Mi W Of Sh 193 N Jct (Lat: 35.251619, Lng: -90.923308), Route carried "on" structure: US 64, Year Built: 1963, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,999 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,795 (year 2028), Design Load: HS 20, Features Intersected: Brushy Creek Re.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.702, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 516, Location: 0.4 Mi W Of Sh 193 N Jct (Lat: 35.251619, Lng: -90.923308), Route carried "on" structure: US 64, Year Built: 1963, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,999 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,795 (year 2028), Design Load: HS 20, Features Intersected: Brushy Creek Re.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.702, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 767, Location: 9.02 MI SE OF BENTON CO (Lat: 36.421103, Lng: -93.770042), Route carried "on" structure: County highway 601, Year Built: 1928, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 23 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 131 (year 2028), Design Load: H 15, Features Intersected: LEATHERWOOD CR, Facility Carried by Structure: City of Eu SprsTrl
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $464,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 767, Location: 9.02 MI SE OF BENTON CO (Lat: 36.421103, Lng: -93.770042), Route carried "on" structure: County highway 601, Year Built: 1928, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 23 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 131 (year 2028), Design Load: H 15, Features Intersected: LEATHERWOOD CR, Facility Carried by Structure: City of Eu SprsTrl
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $464,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 827, Location: 0.54 MI E COLUMBIA CO LIN (Lat: 33.414539, Lng: -93.108608), Route carried "on" structure: US 79, Year Built: 1948, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 3,438 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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, Deck Geometry: Superior to present desirable 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: July 2020
Structure Number: 827, Location: 0.54 MI E COLUMBIA CO LIN (Lat: 33.414539, Lng: -93.108608), Route carried "on" structure: US 79, Year Built: 1948, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,600 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 3,438 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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, Deck Geometry: Superior to present desirable 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: July 2020
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Structure Number: 1013, Location: 1.99 MI S JCT US 71 (Lat: 34.905450, Lng: -94.092128), Route carried "on" structure: Business US 71, Year Built: 1929, Year Reconstructed: 1991, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,880 (year 2028), Design Load: HS 15, Features Intersected: Poteau River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.967, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1013, Location: 1.99 MI S JCT US 71 (Lat: 34.905450, Lng: -94.092128), Route carried "on" structure: Business US 71, Year Built: 1929, Year Reconstructed: 1991, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,880 (year 2028), Design Load: HS 15, Features Intersected: Poteau River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.967, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1198, Location: 5.84 E of franklin Co L (Lat: 35.435039, Lng: -93.606861), Route carried "on" structure: US 64, Year Built: 1933, Status: Open, Structure Length: 12.83m (42.09ft), Average Daily Traffic: 3,294 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,084 (year 2028), Design Load: H 15, Features Intersected: Horsehead Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.397, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 6, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 13.99m (45.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: August 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $900,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1198, Location: 5.84 E of franklin Co L (Lat: 35.435039, Lng: -93.606861), Route carried "on" structure: US 64, Year Built: 1933, Status: Open, Structure Length: 12.83m (42.09ft), Average Daily Traffic: 3,294 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,084 (year 2028), Design Load: H 15, Features Intersected: Horsehead Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.397, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 6, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 13.99m (45.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: August 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $900,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1199, Location: 1.03 MI. SO. OF S.H. 108 (Lat: 33.493650, Lng: -93.951531), Route carried "on" structure: ServiceUS 67, Year Built: 1929, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 384 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2028), Design Load: H 15, Features Intersected: McKINNEY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.539, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1199, Location: 1.03 MI. SO. OF S.H. 108 (Lat: 33.493650, Lng: -93.951531), Route carried "on" structure: ServiceUS 67, Year Built: 1929, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 384 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2028), Design Load: H 15, Features Intersected: McKINNEY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.539, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 435, Location: .35 MI N JCT CO RD 30 (Lat: 34.158969, Lng: -93.127342), Route carried "on" structure: County highway 7, Year Built: 1978, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 1,456 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 209 (year 2007), Design Load: H 15, Features Intersected: DE GRAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 435, Location: .35 MI N JCT CO RD 30 (Lat: 34.158969, Lng: -93.127342), Route carried "on" structure: County highway 7, Year Built: 1978, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 1,456 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 209 (year 2007), Design Load: H 15, Features Intersected: DE GRAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7035, Location: 9 MI SE OF BENTON CO LN (Lat: 36.421508, Lng: -93.771539), Route carried "on" structure: US 62, Year Built: 2008, Status: Open, Structure Length: 21.40m (70.21ft), Average Daily Traffic: 3,600 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 4,191 (year 2028), Design Load: HS 20, Features Intersected: LEATHERWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.339, Lanes on structure: 2, Base Highway Network: Yes, 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: 6, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, 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: Equal to present minimum criteria, Waterway Adequacy: Superior 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7035, Location: 9 MI SE OF BENTON CO LN (Lat: 36.421508, Lng: -93.771539), Route carried "on" structure: US 62, Year Built: 2008, Status: Open, Structure Length: 21.40m (70.21ft), Average Daily Traffic: 3,600 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 4,191 (year 2028), Design Load: HS 20, Features Intersected: LEATHERWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.339, Lanes on structure: 2, Base Highway Network: Yes, 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: 6, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, 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: Equal to present minimum criteria, Waterway Adequacy: Superior 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10938, Location: 1.23 MI SW of US 62 (Lat: 36.389442, Lng: -93.672286), Route carried "on" structure: County highway 306, Year Built: 1940, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 67 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 285 (year 2025), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 1, 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: 7.0m (23.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature 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: 10938, Location: 1.23 MI SW of US 62 (Lat: 36.389442, Lng: -93.672286), Route carried "on" structure: County highway 306, Year Built: 1940, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 67 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 285 (year 2025), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 1, 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: 7.0m (23.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1094, Location: 1.61 MI S of JCT US 62 (Lat: 36.374267, Lng: -93.696022), Route carried "on" structure: County highway 302, Year Built: 1970, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 470 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2025), Design Load: H 10, Features Intersected: BRANCH OF KEEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), 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: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 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: 1094, Location: 1.61 MI S of JCT US 62 (Lat: 36.374267, Lng: -93.696022), Route carried "on" structure: County highway 302, Year Built: 1970, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 470 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2025), Design Load: H 10, Features Intersected: BRANCH OF KEEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), 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: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 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: 10955, Location: 0.2M S Greenwood Hollow R (Lat: 36.379678, Lng: -93.735169), Route carried "on" structure: City street 707, Year Built: 1910, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 670 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 92 (year 2007), Design Load: H 10, Features Intersected: DITCH, Facility Carried by Structure: Lucerne Rd. (city)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 10955, Location: 0.2M S Greenwood Hollow R (Lat: 36.379678, Lng: -93.735169), Route carried "on" structure: City street 707, Year Built: 1910, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 670 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 92 (year 2007), Design Load: H 10, Features Intersected: DITCH, Facility Carried by Structure: Lucerne Rd. (city)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 10956, Location: 1 Mi S OF EUREKA SPRINGS (Lat: 36.377775, Lng: -93.734442), Route carried "on" structure: County highway 707, Year Built: 1941, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 670 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 93 (year 2007), Design Load: H 10, Features Intersected: DRY BRANCH, Facility Carried by Structure: Lake Lucerne Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: March 2021
Structure Number: 10956, Location: 1 Mi S OF EUREKA SPRINGS (Lat: 36.377775, Lng: -93.734442), Route carried "on" structure: County highway 707, Year Built: 1941, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 670 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 93 (year 2007), Design Load: H 10, Features Intersected: DRY BRANCH, Facility Carried by Structure: Lake Lucerne Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: March 2021
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Structure Number: 20071, Location: 1.15 NO of SH 62 & CR 61 (Lat: 36.435053, Lng: -93.765842), Route carried "on" structure: City street 204, Year Built: 1935, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 35 (year 2007), Features Intersected: Branch of Leatherwood Cr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: March 2021
Structure Number: 20071, Location: 1.15 NO of SH 62 & CR 61 (Lat: 36.435053, Lng: -93.765842), Route carried "on" structure: City street 204, Year Built: 1935, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 35 (year 2007), Features Intersected: Branch of Leatherwood Cr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.817, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: March 2021
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Structure Number: 22113, Location: 2.9 MI SE US 62 & CR 51 (Lat: 36.361522, Lng: -93.684514), Route carried "on" structure: County highway 51, Year Built: 1999, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 390 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 193 (year 2007), Features Intersected: KEELS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.623, 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: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22113, Location: 2.9 MI SE US 62 & CR 51 (Lat: 36.361522, Lng: -93.684514), Route carried "on" structure: County highway 51, Year Built: 1999, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 390 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 193 (year 2007), Features Intersected: KEELS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.623, 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: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22707, Location: 3.1 Mi SE of Jct US 62 (Lat: 36.359769, Lng: -93.683319), Route carried "on" structure: County highway 302, Year Built: 2003, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 390 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 193 (year 2007), Features Intersected: BRANCH OF KEELS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22707, Location: 3.1 Mi SE of Jct US 62 (Lat: 36.359769, Lng: -93.683319), Route carried "on" structure: County highway 302, Year Built: 2003, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 390 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 193 (year 2007), Features Intersected: BRANCH OF KEELS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M056, Location: 1.63 MI NO OF US 62 JCT (Lat: 36.414000, Lng: -93.734097), Route carried "on" structure: State highway 23, Year Built: 1935, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,584 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $299,000
Structure Number: M056, Location: 1.63 MI NO OF US 62 JCT (Lat: 36.414000, Lng: -93.734097), Route carried "on" structure: State highway 23, Year Built: 1935, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,584 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $299,000
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Structure Number: M3826, Location: .68 MI N JCT US 62 (Lat: 36.401692, Lng: -93.737497), Route carried "under" structure: State highway 23, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2014), Truck Traffic: 1%, Features Intersected: SH 23-SEC 11, Facility Carried by Structure: Private PED. WLKWY
Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 1.094, Length of Maximum Span: 0.0m
Structure Number: M3826, Location: .68 MI N JCT US 62 (Lat: 36.401692, Lng: -93.737497), Route carried "under" structure: State highway 23, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2014), Truck Traffic: 1%, Features Intersected: SH 23-SEC 11, Facility Carried by Structure: Private PED. WLKWY
Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 1.094, Length of Maximum Span: 0.0m