Bridge Statistics for Siloam Springs, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 41Number of bridges
- 620ft / 189mTotal length
- $1,570,000Total costs
- 216,003Total average daily traffic
- 9,272Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Siloam Springs
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 21950-1959
- 31960-1969
- 81970-1979
- 71990-1999
- 52000-2009
- 112010-2019
- Reconstructed bridges - Historical Statistics
- 31970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 4.5%Very good
- 54.5%Good
- 27.3%Satisfactory
- 13.6%Fair
- Bridge Condition - Superstructure
- 4.5%Excellent
- 9.1%Very good
- 31.8%Good
- 31.8%Satisfactory
- 18.2%Fair
- 4.5%Poor
- Bridge Condition - Substructure
- 13.6%Very good
- 31.8%Good
- 27.3%Satisfactory
- 27.3%Fair
- Bridge Condition - Channel
- 2.7%Excellent
- 29.7%Very good
- 37.8%Good
- 24.3%Satisfactory
- 5.4%Fair
- Bridge Condition - Culverts
- 18.8%Very good
- 43.8%Good
- 31.3%Satisfactory
- 6.3%Fair
Find on map >> Show street view
Structure Number: 305, Location: 1.78 MI E OF OKLAHOMA LI (Lat: 36.172297, Lng: -94.534194), Route carried "on" structure: US 412, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 34,900 (year 2038), Design Load: HS 20, Features Intersected: OVER KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.865, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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
Structure Number: 305, Location: 1.78 MI E OF OKLAHOMA LI (Lat: 36.172297, Lng: -94.534194), Route carried "on" structure: US 412, Year Built: 1960, Year Reconstructed: 1981, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 34,900 (year 2038), Design Load: HS 20, Features Intersected: OVER KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.865, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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
Find on map >> Show street view
Structure Number: 3072, Location: 3.50 MI S JCT SH 12-SH 43 (Lat: 36.223361, Lng: -94.566669), Route carried "on" structure: State highway 43, Year Built: 1958, Status: Posted for load, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,799 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,949 (year 2028), Design Load: H 15, Features Intersected: FLINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.136, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.7m (44.9ft), 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: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 9.39m (30.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: January 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $659,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3072, Location: 3.50 MI S JCT SH 12-SH 43 (Lat: 36.223361, Lng: -94.566669), Route carried "on" structure: State highway 43, Year Built: 1958, Status: Posted for load, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,799 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,949 (year 2028), Design Load: H 15, Features Intersected: FLINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.136, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.7m (44.9ft), 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: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 9.39m (30.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: January 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $659,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 4917, Location: 0.9 M E JCT HOLLEY ST (Lat: 36.186006, Lng: -94.543072), Route carried "on" structure: City street 59020, Year Built: 2013, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 5,900 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 8,500 (year 2032), Design Load: HS 20, Features Intersected: SAGER CREEK Benton, Facility Carried by Structure: Slm Spr Univ St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.0m (39.4ft)
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: High priority of replacement, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4917, Location: 0.9 M E JCT HOLLEY ST (Lat: 36.186006, Lng: -94.543072), Route carried "on" structure: City street 59020, Year Built: 2013, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 5,900 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 8,500 (year 2032), Design Load: HS 20, Features Intersected: SAGER CREEK Benton, Facility Carried by Structure: Slm Spr Univ St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.0m (39.4ft)
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: High priority of replacement, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 7265, Location: 3 MI SE OF JCT US 412 &16 (Lat: 36.145039, Lng: -94.494978), Route carried "on" structure: State highway 16, Year Built: 2017, Status: Open, Structure Length: 29.33m (96.23ft), Average Daily Traffic: 2,900 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 4,000 (year 2035), Design Load: HL 93, Features Intersected: ILLINOIS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.554, 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: 15, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7265, Location: 3 MI SE OF JCT US 412 &16 (Lat: 36.145039, Lng: -94.494978), Route carried "on" structure: State highway 16, Year Built: 2017, Status: Open, Structure Length: 29.33m (96.23ft), Average Daily Traffic: 2,900 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 4,000 (year 2035), Design Load: HL 93, Features Intersected: ILLINOIS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.554, 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: 15, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 10594, Location: SW OF GALLATIN 1.5MI (Lat: 36.194183, Lng: -94.439628), Route carried "on" structure: County highway 11, Year Built: 1970, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,144 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 659 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.4 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 corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10594, Location: SW OF GALLATIN 1.5MI (Lat: 36.194183, Lng: -94.439628), Route carried "on" structure: County highway 11, Year Built: 1970, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,144 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 659 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.4 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 corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10595, Location: SW GALLATIN 1.25MI (Lat: 36.194072, Lng: -94.438353), Route carried "on" structure: County highway 11, Year Built: 1961, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,144 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 659 (year 2007), Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 15.4 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 corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10595, Location: SW GALLATIN 1.25MI (Lat: 36.194072, Lng: -94.438353), Route carried "on" structure: County highway 11, Year Built: 1961, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,144 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 659 (year 2007), Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 15.4 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 corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 19016, Location: 6 BLOCKS E OF N MT OLIVE (Lat: 36.188828, Lng: -94.535486), Route carried "on" structure: City street 56760, Year Built: 1950, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,069 (year 2007), Features Intersected: SAGER CREEK, Facility Carried by Structure: Slm SpE TLEQUAH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: High priority of corrective action, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19016, Location: 6 BLOCKS E OF N MT OLIVE (Lat: 36.188828, Lng: -94.535486), Route carried "on" structure: City street 56760, Year Built: 1950, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,069 (year 2007), Features Intersected: SAGER CREEK, Facility Carried by Structure: Slm SpE TLEQUAH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very 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: High priority of corrective action, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 19017, Location: .5 M S SH43 Silm Sprgs (Lat: 36.188647, Lng: -94.554350), Route carried "on" structure: City street 16250, Year Built: 1967, Year Reconstructed: 2002, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 6,400 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 551 (year 2007), Features Intersected: SAGER CREEK, Facility Carried by Structure: N Dogwood St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19017, Location: .5 M S SH43 Silm Sprgs (Lat: 36.188647, Lng: -94.554350), Route carried "on" structure: City street 16250, Year Built: 1967, Year Reconstructed: 2002, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 6,400 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 551 (year 2007), Features Intersected: SAGER CREEK, Facility Carried by Structure: N Dogwood St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 19019, Location: 4 BLOCKS W OF N MT OLIVE (Lat: 36.187861, Lng: -94.551883), Route carried "on" structure: City street 4510, Year Built: 1974, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 910 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 468 (year 2007), Features Intersected: SAGER CREEK, Facility Carried by Structure: W BENTON ST/SilSpr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.950, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 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: Equal to present desirable 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: Febuary 2022, Critical Feature Inspection Date: Febuary 2022, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 19019, Location: 4 BLOCKS W OF N MT OLIVE (Lat: 36.187861, Lng: -94.551883), Route carried "on" structure: City street 4510, Year Built: 1974, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 910 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 468 (year 2007), Features Intersected: SAGER CREEK, Facility Carried by Structure: W BENTON ST/SilSpr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.950, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 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: Equal to present desirable 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: Febuary 2022, Critical Feature Inspection Date: Febuary 2022, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 196, Location: 0.6MI SO SH 170 (Lat: 35.915119, Lng: -94.188850), Route carried "on" structure: City street 37550, Year Built: 1940, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,089 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,100 (year 2038), Features Intersected: Branch-Washington Co., Facility Carried by Structure: McKnight Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $109,000, Total Project Cost: $202,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 196, Location: 0.6MI SO SH 170 (Lat: 35.915119, Lng: -94.188850), Route carried "on" structure: City street 37550, Year Built: 1940, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,089 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,100 (year 2038), Features Intersected: Branch-Washington Co., Facility Carried by Structure: McKnight Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $109,000, Total Project Cost: $202,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 19916, Location: .65 MI N JCT OF & 59 (Lat: 36.190692, Lng: -94.523275), Route carried "on" structure: City street 13220, Year Built: 1977, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 700 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 900 (year 2038), Features Intersected: SAGER CREEK, Facility Carried by Structure: CNTRY CLB RD SLM S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Aluminum, Iron, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Total Project Cost: $28,000, Deck Structure Type: Aluminum, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 19916, Location: .65 MI N JCT OF & 59 (Lat: 36.190692, Lng: -94.523275), Route carried "on" structure: City street 13220, Year Built: 1977, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 700 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 900 (year 2038), Features Intersected: SAGER CREEK, Facility Carried by Structure: CNTRY CLB RD SLM S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Aluminum, Iron, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Total Project Cost: $28,000, Deck Structure Type: Aluminum, Wearing Surface/Protective System: Wearing Surface: Other
Find on map >> Show street view
Structure Number: 19923, Location: .3 MI N US 412 (Lat: 36.180111, Lng: -94.559078), Route carried "on" structure: City street 26940, Year Built: 1978, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 705 (year 2007), Features Intersected: DITCH, Facility Carried by Structure: SLM Spr HOLLY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.4m (4.6ft)
Condition: Channel: Very good, Culverts: 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, 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 2021
Structure Number: 19923, Location: .3 MI N US 412 (Lat: 36.180111, Lng: -94.559078), Route carried "on" structure: City street 26940, Year Built: 1978, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 705 (year 2007), Features Intersected: DITCH, Facility Carried by Structure: SLM Spr HOLLY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.4m (4.6ft)
Condition: Channel: Very good, Culverts: 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, 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 2021
Find on map >> Show street view
Structure Number: 20705, Location: .25 MI SOUTH SH 16 (Lat: 36.143939, Lng: -94.497561), Route carried "on" structure: County highway 4, Year Built: 1979, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,083 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 99 (year 2007), Features Intersected: QCREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.464, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: High priority of replacement, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20705, Location: .25 MI SOUTH SH 16 (Lat: 36.143939, Lng: -94.497561), Route carried "on" structure: County highway 4, Year Built: 1979, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,083 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 99 (year 2007), Features Intersected: QCREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.464, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: High priority of replacement, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 21762, Location: 2 MI N SILOAM SPRINGS (Lat: 36.225147, Lng: -94.541758), Route carried "on" structure: County highway 488, Year Built: 1996, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 795 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 27 (year 2007), Features Intersected: FLINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21762, Location: 2 MI N SILOAM SPRINGS (Lat: 36.225147, Lng: -94.541758), Route carried "on" structure: County highway 488, Year Built: 1996, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 795 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 27 (year 2007), Features Intersected: FLINT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 22693, Location: 1.7 Mi N of US 412 (Lat: 36.200500, Lng: -94.442711), Route carried "on" structure: County highway 7, Year Built: 2003, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 3,008 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 621 (year 2015), Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22693, Location: 1.7 Mi N of US 412 (Lat: 36.200500, Lng: -94.442711), Route carried "on" structure: County highway 7, Year Built: 2003, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 3,008 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 621 (year 2015), Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 232, Location: 0.5 MI N US 412 (Lat: 36.188069, Lng: -94.511067), Route carried "on" structure: City street 46770, Year Built: 2008, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 246 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 7,046 (year 2026), Design Load: H 20, Features Intersected: BRANCH, Facility Carried by Structure: Progress Ave.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 232, Location: 0.5 MI N US 412 (Lat: 36.188069, Lng: -94.511067), Route carried "on" structure: City street 46770, Year Built: 2008, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 246 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 7,046 (year 2026), Design Load: H 20, Features Intersected: BRANCH, Facility Carried by Structure: Progress Ave.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 23343, Location: 1.5 M E jct N Mt. Olive R (Lat: 36.188689, Lng: -94.514689), Route carried "on" structure: City street 56760, Year Built: 2010, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 22 (year 2030), Features Intersected: BRANCH, Facility Carried by Structure: E.TALEQ ST Siloam
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Good, 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: 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: July 2020
Structure Number: 23343, Location: 1.5 M E jct N Mt. Olive R (Lat: 36.188689, Lng: -94.514689), Route carried "on" structure: City street 56760, Year Built: 2010, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 22 (year 2030), Features Intersected: BRANCH, Facility Carried by Structure: E.TALEQ ST Siloam
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Good, 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: 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: July 2020
Find on map >> Show street view
Structure Number: 23344, Location: 2.4 MI E JCT MT. OLIVE (Lat: 36.188222, Lng: -94.500028), Route carried "on" structure: City street 56760, Year Built: 2010, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 230 (year 2030), Features Intersected: BRANCH, Facility Carried by Structure: TALEQAH ST SLM SP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 23344, Location: 2.4 MI E JCT MT. OLIVE (Lat: 36.188222, Lng: -94.500028), Route carried "on" structure: City street 56760, Year Built: 2010, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 230 (year 2030), Features Intersected: BRANCH, Facility Carried by Structure: TALEQAH ST SLM SP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 23524, Location: 0.01 M N JCT W UNIVERSITY (Lat: 36.186419, Lng: -94.544500), Route carried "on" structure: City street 35820, Year Built: 2011, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2031), Features Intersected: SAGER CREEK, Facility Carried by Structure: S.Springs Maple St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 23524, Location: 0.01 M N JCT W UNIVERSITY (Lat: 36.186419, Lng: -94.544500), Route carried "on" structure: City street 35820, Year Built: 2011, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2031), Features Intersected: SAGER CREEK, Facility Carried by Structure: S.Springs Maple St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior 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 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 23648, Location: 4 M SE SILOAM SPRINGS (Lat: 36.122458, Lng: -94.516039), Route carried "on" structure: County highway 2, Year Built: 2015, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 409 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 353 (year 2033), Design Load: HL 93, Features Intersected: ILLINOIS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23648, Location: 4 M SE SILOAM SPRINGS (Lat: 36.122458, Lng: -94.516039), Route carried "on" structure: County highway 2, Year Built: 2015, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 409 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 353 (year 2033), Design Load: HL 93, Features Intersected: ILLINOIS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum 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: Febuary 2021, 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: 23649, Location: 0.2 M S JCT HWY 43 (Lat: 36.193106, Lng: -94.554231), Route carried "on" structure: City street 16250, Year Built: 2013, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,400 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 551 (year 2007), Features Intersected: BRANCH, Facility Carried by Structure: Siloam N Dogwood
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: 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, 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: May 2021
Structure Number: 23649, Location: 0.2 M S JCT HWY 43 (Lat: 36.193106, Lng: -94.554231), Route carried "on" structure: City street 16250, Year Built: 2013, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,400 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 551 (year 2007), Features Intersected: BRANCH, Facility Carried by Structure: Siloam N Dogwood
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: 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, 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: May 2021
Find on map >> Show street view
Structure Number: 2365, Location: 0.5 M S Jct SH43 (Lat: 36.192122, Lng: -94.549764), Route carried "on" structure: City street 9070, Year Built: 2013, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,208 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2007), Features Intersected: BRANCH, Facility Carried by Structure: N Carl St/ Slm Spr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 2365, Location: 0.5 M S Jct SH43 (Lat: 36.192122, Lng: -94.549764), Route carried "on" structure: City street 9070, Year Built: 2013, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,208 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 170 (year 2007), Features Intersected: BRANCH, Facility Carried by Structure: N Carl St/ Slm Spr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021
Find on map >> Show street view
Structure Number: 23722, Location: 0.1 M N JCT TAHLEQUAH ST (Lat: 36.189444, Lng: -94.517767), Route carried "on" structure: City street 56050, Year Built: 2014, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 39 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 450 (year 2034), Features Intersected: BRANCH, Facility Carried by Structure: SueA.Dr. Siloam Sp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 23722, Location: 0.1 M N JCT TAHLEQUAH ST (Lat: 36.189444, Lng: -94.517767), Route carried "on" structure: City street 56050, Year Built: 2014, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 39 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 450 (year 2034), Features Intersected: BRANCH, Facility Carried by Structure: SueA.Dr. Siloam Sp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 10, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 23782, Location: 0.1 M N JCT US 412 (Lat: 36.174400, Lng: -94.546967), Route carried "on" structure: City street 30720, Year Built: 2015, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 578 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 3,800 (year 2033), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: SLM Sp W KNWOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Very good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 23782, Location: 0.1 M N JCT US 412 (Lat: 36.174400, Lng: -94.546967), Route carried "on" structure: City street 30720, Year Built: 2015, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 578 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 3,800 (year 2033), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: SLM Sp W KNWOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Very good, 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Find on map >> Show street view
Structure Number: 23903, Location: 3.6 Mi South US 412 (Lat: 36.154411, Lng: -94.434750), Route carried "on" structure: County highway 3, Year Built: 1993, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 278 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 325 (year 2033), Features Intersected: Chamber Springs Branch, Facility Carried by Structure: Chamber Springs Rd
Minimum Vertical Clearance: 30.17m (98.98ft), Kilometerpoint: 5.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 23903, Location: 3.6 Mi South US 412 (Lat: 36.154411, Lng: -94.434750), Route carried "on" structure: County highway 3, Year Built: 1993, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 278 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 325 (year 2033), Features Intersected: Chamber Springs Branch, Facility Carried by Structure: Chamber Springs Rd
Minimum Vertical Clearance: 30.17m (98.98ft), Kilometerpoint: 5.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 30033, Location: 0.2 MI S JCT SH 43 & 264 (Lat: 36.194931, Lng: -94.523231), Route carried "on" structure: State highway 264, Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,550 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,628 (year 2028), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, 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: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.8 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 30033, Location: 0.2 MI S JCT SH 43 & 264 (Lat: 36.194931, Lng: -94.523231), Route carried "on" structure: State highway 264, Year Built: 1973, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,550 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,628 (year 2028), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, 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: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.8 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Find on map >> Show street view
Structure Number: A6475, Location: 2.8 MI E OF JT SH59&US412 (Lat: 36.175519, Lng: -94.446589), Route carried "on" structure: US 412, Year Built: 1994, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 11,987 (year 2028), Design Load: HS 20+Mod, Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.504, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Better than 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A6475, Location: 2.8 MI E OF JT SH59&US412 (Lat: 36.175519, Lng: -94.446589), Route carried "on" structure: US 412, Year Built: 1994, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 11,987 (year 2028), Design Load: HS 20+Mod, Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.504, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Better than 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: May 2021, 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: A6476, Location: Benton Co8.19 MI W OK LN (Lat: 36.170900, Lng: -94.429219), Route carried "on" structure: US 412, Year Built: 1995, Status: Open, Structure Length: 42.03m (137.89ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 11,987 (year 2028), Design Load: HS 20+Mod, Features Intersected: Illinois River/West Crsg
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.181, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A6476, Location: Benton Co8.19 MI W OK LN (Lat: 36.170900, Lng: -94.429219), Route carried "on" structure: US 412, Year Built: 1995, Status: Open, Structure Length: 42.03m (137.89ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 11,987 (year 2028), Design Load: HS 20+Mod, Features Intersected: Illinois River/West Crsg
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.181, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: June 2021, 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: B6475, Location: 2.8 MI E OF JT SH59&US412 (Lat: 36.175269, Lng: -94.446611), Route carried "on" structure: US 412, Year Built: 1994, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 25,900 (year 2038), Design Load: HS 20+Mod, Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.520, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Better than 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B6475, Location: 2.8 MI E OF JT SH59&US412 (Lat: 36.175269, Lng: -94.446611), Route carried "on" structure: US 412, Year Built: 1994, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 25,900 (year 2038), Design Load: HS 20+Mod, Features Intersected: BUTLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.520, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Better than 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: May 2021, 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: B6476, Location: Benton Co 8.17 W OKLINE (Lat: 36.170689, Lng: -94.429289), Route carried "on" structure: US 412, Year Built: 1995, Status: Open, Structure Length: 42.03m (137.89ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 11,987 (year 2028), Design Load: HS 20, Features Intersected: ILLINOIS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.148, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 36.6m (120.1ft), 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: 44.5 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: Better than 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B6476, Location: Benton Co 8.17 W OKLINE (Lat: 36.170689, Lng: -94.429289), Route carried "on" structure: US 412, Year Built: 1995, Status: Open, Structure Length: 42.03m (137.89ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 11,987 (year 2028), Design Load: HS 20, Features Intersected: ILLINOIS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.148, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 36.6m (120.1ft), 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: 44.5 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: Better than 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: June 2021, 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: M1256, Location: 0.8 M. W. JCT SH 264 (Lat: 36.183767, Lng: -94.540000), Route carried "on" structure: City street 35470, Year Built: 1926, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,616 (year 2018), Features Intersected: SAGER CREEK, Facility Carried by Structure: Main St. Siloam Sp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $324,000, Total Project Cost: $681,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M1256, Location: 0.8 M. W. JCT SH 264 (Lat: 36.183767, Lng: -94.540000), Route carried "on" structure: City street 35470, Year Built: 1926, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,616 (year 2018), Features Intersected: SAGER CREEK, Facility Carried by Structure: Main St. Siloam Sp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $324,000, Total Project Cost: $681,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: X0256, Location: .48 MI N JCT US 412 (Lat: 36.179419, Lng: -94.527889), Route carried "on" structure: State highway 264, Year Built: 1974, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 9,308 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: X0256, Location: .48 MI N JCT US 412 (Lat: 36.179419, Lng: -94.527889), Route carried "on" structure: State highway 264, Year Built: 1974, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 9,308 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020
Find on map >> Show street view
Structure Number: X0318, Location: 1.3 MI N US 412 (Lat: 36.190581, Lng: -94.527700), Route carried "on" structure: State highway 264, Year Built: 1973, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,550 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,628 (year 2028), Design Load: H 20, Features Intersected: SAGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, 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: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: X0318, Location: 1.3 MI N US 412 (Lat: 36.190581, Lng: -94.527700), Route carried "on" structure: State highway 264, Year Built: 1973, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,550 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,628 (year 2028), Design Load: H 20, Features Intersected: SAGER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, 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: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Find on map >> Show street view
Structure Number: X0875, Location: .05 MILES N US 412 (Lat: 36.178094, Lng: -94.448792), Route carried "on" structure: ServiceUS 412, Year Built: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,008 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 1,100 (year 2028), Design Load: HS 20+Mod, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.310, 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: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: X0875, Location: .05 MILES N US 412 (Lat: 36.178094, Lng: -94.448792), Route carried "on" structure: ServiceUS 412, Year Built: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,008 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 1,100 (year 2028), Design Load: HS 20+Mod, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.310, 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: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021
Find on map >> Show street view
Structure Number: X1307, Location: 0.6 MI N JCT of US 412 (Lat: 36.189878, Lng: -94.496331), Route carried "on" structure: State highway 59, Year Built: 2007, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 15,150 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 16,641 (year 2027), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.509, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: X1307, Location: 0.6 MI N JCT of US 412 (Lat: 36.189878, Lng: -94.496331), Route carried "on" structure: State highway 59, Year Built: 2007, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 15,150 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 16,641 (year 2027), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.509, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: X1316, Location: 1.5 MI NORTH JCT US 412 (Lat: 36.202458, Lng: -94.495950), Route carried "on" structure: State highway 59, Year Built: 2008, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 16,641 (year 2027), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.141, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: X1316, Location: 1.5 MI NORTH JCT US 412 (Lat: 36.202458, Lng: -94.495950), Route carried "on" structure: State highway 59, Year Built: 2008, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 17,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 16,641 (year 2027), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.141, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: X1318, Location: 2.1 MI N JCT of US 412 (Lat: 36.211322, Lng: -94.495667), Route carried "on" structure: State highway 59, Year Built: 2008, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 17,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 12,975 (year 2028), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.176, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: X1318, Location: 2.1 MI N JCT of US 412 (Lat: 36.211322, Lng: -94.495667), Route carried "on" structure: State highway 59, Year Built: 2008, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 17,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 12,975 (year 2028), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.176, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: X1515, Location: 1.2 Mi W JCT SH 59 (Lat: 36.196569, Lng: -94.518561), Route carried "on" structure: Ramp City street 13220, Year Built: 2018, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2030), Design Load: HL 93, Features Intersected: SAGER CREEK, Facility Carried by Structure: N Country Club Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: X1515, Location: 1.2 Mi W JCT SH 59 (Lat: 36.196569, Lng: -94.518561), Route carried "on" structure: Ramp City street 13220, Year Built: 2018, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2030), Design Load: HL 93, Features Intersected: SAGER CREEK, Facility Carried by Structure: N Country Club Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Find on map >> Show street view
Structure Number: 196, Location: .2 MI W. JCT SH 264 (Lat: 36.182981, Lng: -94.530469), Route carried "under" structure: City street 35470, Structure Length: 0. m, Average Daily Traffic: 5,400 (year 1998), Truck Traffic: 1%, Features Intersected: MAIN ST, Facility Carried by Structure: KCS RR Silom Sprgs
Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 1.320, Length of Maximum Span: 0.0m
Structure Number: 196, Location: .2 MI W. JCT SH 264 (Lat: 36.182981, Lng: -94.530469), Route carried "under" structure: City street 35470, Structure Length: 0. m, Average Daily Traffic: 5,400 (year 1998), Truck Traffic: 1%, Features Intersected: MAIN ST, Facility Carried by Structure: KCS RR Silom Sprgs
Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 1.320, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 3051, Location: Jct US 412 & SH 59 (Lat: 36.172031, Lng: -94.528000), Route carried "under" structure: US 412, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2014), Truck Traffic: 1%, Features Intersected: U.S. 412-SEC 1, Facility Carried by Structure: S.H.59 Benton 2 Co
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 3.410, Length of Maximum Span: 0.0m
Structure Number: 3051, Location: Jct US 412 & SH 59 (Lat: 36.172031, Lng: -94.528000), Route carried "under" structure: US 412, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2014), Truck Traffic: 1%, Features Intersected: U.S. 412-SEC 1, Facility Carried by Structure: S.H.59 Benton 2 Co
Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 3.410, Length of Maximum Span: 0.0m
Find on map >> Show street view
Structure Number: 7393, Location: 1.2 Mi W JCT SH 59 (Lat: 36.195739, Lng: -94.521569), Route carried "under" structure: City street 13220, Structure Length: 0. m, Average Daily Traffic: 820 (year 2017), Truck Traffic: 2%, Features Intersected: N. Country Club Rd., Facility Carried by Structure: Cheri Whitlock Dr.
Minimum Vertical Clearance: 8.83m (28.97ft), Kilometerpoint: 1.609, Length of Maximum Span: 0.0m
Structure Number: 7393, Location: 1.2 Mi W JCT SH 59 (Lat: 36.195739, Lng: -94.521569), Route carried "under" structure: City street 13220, Structure Length: 0. m, Average Daily Traffic: 820 (year 2017), Truck Traffic: 2%, Features Intersected: N. Country Club Rd., Facility Carried by Structure: Cheri Whitlock Dr.
Minimum Vertical Clearance: 8.83m (28.97ft), Kilometerpoint: 1.609, Length of Maximum Span: 0.0m