Bridge Statistics for Sheridan, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 427ft / 130mTotal length
- $6,839,000Total costs
- 74,038Total average daily traffic
- 4,986Total average daily truck traffic
- 103,487Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sheridan
- No street view available for this location
- New bridges - historical statistics
- 41940-1949
- 11950-1959
- 61960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- 42000-2009
- Bridge Condition - Deck
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 8.3%Very good
- 25.0%Good
- 50.0%Satisfactory
- 8.3%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 66.7%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 42.9%Very good
- 42.9%Good
- 9.5%Satisfactory
- 4.8%Fair
- Bridge Condition - Culverts
- 11.1%Excellent
- 44.4%Very good
- 44.4%Good
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Structure Number: 2378, Location: 3.42 Mi E US 167-Sheridan (Lat: 34.319919, Lng: -92.342731), Route carried "on" structure: US 270, Year Built: 1948, Status: Open, Structure Length: 16.52m (54.20ft), Average Daily Traffic: 6,200 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 7,117 (year 2028), Design Load: H 20, Features Intersected: Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.74m (58.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Roadway Improvement Cost: $400,000, Total Project Cost: $2,466,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2378, Location: 3.42 Mi E US 167-Sheridan (Lat: 34.319919, Lng: -92.342731), Route carried "on" structure: US 270, Year Built: 1948, Status: Open, Structure Length: 16.52m (54.20ft), Average Daily Traffic: 6,200 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 7,117 (year 2028), Design Load: H 20, Features Intersected: Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.74m (58.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Roadway Improvement Cost: $400,000, Total Project Cost: $2,466,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2379, Location: 3.72 Mi E US 167-Sheridan (Lat: 34.320050, Lng: -92.337689), Route carried "on" structure: US 270, Year Built: 1948, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 6,200 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 7,117 (year 2028), Design Load: H 20, Features Intersected: Hurricane Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.985, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.29m (43.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Roadway Improvement Cost: $400,000, Total Project Cost: $1,974,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2379, Location: 3.72 Mi E US 167-Sheridan (Lat: 34.320050, Lng: -92.337689), Route carried "on" structure: US 270, Year Built: 1948, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 6,200 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 7,117 (year 2028), Design Load: H 20, Features Intersected: Hurricane Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.985, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.29m (43.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Roadway Improvement Cost: $400,000, Total Project Cost: $1,974,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2825, Location: 0.99 Mi N US 270-Sheridan (Lat: 34.320400, Lng: -92.395450), Route carried "on" structure: Business US 167, Year Built: 1952, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 5,464 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 13,981 (year 2028), Design Load: H 20, Features Intersected: West Fork of Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $400,000, Total Project Cost: $899,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2825, Location: 0.99 Mi N US 270-Sheridan (Lat: 34.320400, Lng: -92.395450), Route carried "on" structure: Business US 167, Year Built: 1952, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 5,464 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 13,981 (year 2028), Design Load: H 20, Features Intersected: West Fork of Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $400,000, Total Project Cost: $899,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3448, Location: 3.5 Mi S US 270-Sheridan (Lat: 34.253772, Lng: -92.399050), Route carried "on" structure: Business US 167, Year Built: 1963, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,134 (year 2028), Design Load: HS 20, Features Intersected: Deer Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.950, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Roadway Improvement Cost: $400,000, Total Project Cost: $857,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3448, Location: 3.5 Mi S US 270-Sheridan (Lat: 34.253772, Lng: -92.399050), Route carried "on" structure: Business US 167, Year Built: 1963, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,400 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,134 (year 2028), Design Load: HS 20, Features Intersected: Deer Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.950, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Roadway Improvement Cost: $400,000, Total Project Cost: $857,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3539, Location: 1.5 Mi N SH291-JenkFerry (Lat: 34.249978, Lng: -92.502508), Route carried "on" structure: State highway 46, Year Built: 1966, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,202 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 928 (year 2028), Design Load: H 15, Features Intersected: Turkey Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.781, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Total Project Cost: $95,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3539, Location: 1.5 Mi N SH291-JenkFerry (Lat: 34.249978, Lng: -92.502508), Route carried "on" structure: State highway 46, Year Built: 1966, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,202 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 928 (year 2028), Design Load: H 15, Features Intersected: Turkey Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.781, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Total Project Cost: $95,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 354, Location: 5.6 Mi S US 270-Sheridan (Lat: 34.263139, Lng: -92.470881), Route carried "on" structure: State highway 46, Year Built: 1966, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,182 (year 2028), Design Load: H 15, Features Intersected: Lost Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.209, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.69m (28.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $358,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 354, Location: 5.6 Mi S US 270-Sheridan (Lat: 34.263139, Lng: -92.470881), Route carried "on" structure: State highway 46, Year Built: 1966, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,182 (year 2028), Design Load: H 15, Features Intersected: Lost Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.209, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.69m (28.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $358,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3541, Location: 3.5 Mi S US 270-Sheridan (Lat: 34.262339, Lng: -92.468181), Route carried "on" structure: State highway 46, Year Built: 1966, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,182 (year 2028), Design Load: H 15, Features Intersected: Lost Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $190,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3541, Location: 3.5 Mi S US 270-Sheridan (Lat: 34.262339, Lng: -92.468181), Route carried "on" structure: State highway 46, Year Built: 1966, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,182 (year 2028), Design Load: H 15, Features Intersected: Lost Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Total Project Cost: $190,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5716, Location: 1.79 Mi E US 167-Crossrds (Lat: 34.228531, Lng: -92.375550), Route carried "on" structure: State highway 35, Year Built: 1977, Status: Open, Structure Length: 39.47m (129.49ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,398 (year 2028), Design Load: HS 20, Features Intersected: Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 37, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5716, Location: 1.79 Mi E US 167-Crossrds (Lat: 34.228531, Lng: -92.375550), Route carried "on" structure: State highway 35, Year Built: 1977, Status: Open, Structure Length: 39.47m (129.49ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,398 (year 2028), Design Load: HS 20, Features Intersected: Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 37, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5803, Location: 4.22 Mi N US 270-Sheridan (Lat: 34.351739, Lng: -92.340719), Route carried "on" structure: State highway 46, Year Built: 1980, Status: Open, Structure Length: 18.14m (59.51ft), Average Daily Traffic: 870 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,182 (year 2028), Design Load: H 20, Features Intersected: Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.791, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 17, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5803, Location: 4.22 Mi N US 270-Sheridan (Lat: 34.351739, Lng: -92.340719), Route carried "on" structure: State highway 46, Year Built: 1980, Status: Open, Structure Length: 18.14m (59.51ft), Average Daily Traffic: 870 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,182 (year 2028), Design Load: H 20, Features Intersected: Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.791, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 17, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6538, Location: 5.5 Mi NW US 167-Sheridan (Lat: 34.364269, Lng: -92.458669), Route carried "on" structure: State highway 35, Year Built: 1996, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,906 (year 2028), Design Load: HS 20, Features Intersected: Lost Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.826, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6538, Location: 5.5 Mi NW US 167-Sheridan (Lat: 34.364269, Lng: -92.458669), Route carried "on" structure: State highway 35, Year Built: 1996, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,906 (year 2028), Design Load: HS 20, Features Intersected: Lost Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.826, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22785, Location: 3.49 Mi N SH35-Sheridan (Lat: 34.269456, Lng: -92.358256), Route carried "on" structure: County highway 67, Year Built: 2003, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 194 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 36 (year 2007), Features Intersected: Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.617, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22785, Location: 3.49 Mi N SH35-Sheridan (Lat: 34.269456, Lng: -92.358256), Route carried "on" structure: County highway 67, Year Built: 2003, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 194 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 36 (year 2007), Features Intersected: Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.617, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M0915, Location: 1.5 Mi S US 270-Sheridan (Lat: 34.292175, Lng: -92.424133), Route carried "on" structure: State highway 46, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 2,034 (year 2028), Design Load: H 15, Features Intersected: Deer Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.437, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2019
Structure Number: M0915, Location: 1.5 Mi S US 270-Sheridan (Lat: 34.292175, Lng: -92.424133), Route carried "on" structure: State highway 46, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,500 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 2,034 (year 2028), Design Load: H 15, Features Intersected: Deer Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.437, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2019
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Structure Number: M0916, Location: 0.1 Mi S US 270-Sheridan (Lat: 34.303883, Lng: -92.403042), Route carried "on" structure: State highway 46, Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,465 (year 2028), Design Load: H 15, Features Intersected: Town Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.851, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2019
Structure Number: M0916, Location: 0.1 Mi S US 270-Sheridan (Lat: 34.303883, Lng: -92.403042), Route carried "on" structure: State highway 46, Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,465 (year 2028), Design Load: H 15, Features Intersected: Town Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.851, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2019
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Structure Number: M2638, Location: 2.5 Mi W SH 46-Sheridan (Lat: 34.312489, Lng: -92.457786), Route carried "on" structure: US 270, Year Built: 1946, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,084 (year 2028), Features Intersected: Simon Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.648, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: 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: 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: September 2019
Structure Number: M2638, Location: 2.5 Mi W SH 46-Sheridan (Lat: 34.312489, Lng: -92.457786), Route carried "on" structure: US 270, Year Built: 1946, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,084 (year 2028), Features Intersected: Simon Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.648, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: 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: 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: September 2019
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Structure Number: M2639, Location: 4.06 MI E US 167-Sheridan (Lat: 34.320203, Lng: -92.331514), Route carried "on" structure: US 270, Year Built: 1947, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,200 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 7,117 (year 2028), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.534, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: M2639, Location: 4.06 MI E US 167-Sheridan (Lat: 34.320203, Lng: -92.331514), Route carried "on" structure: US 270, Year Built: 1947, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,200 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 7,117 (year 2028), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.534, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: M4005, Location: 0.97 Mi E US 167-Crossrds (Lat: 34.225486, Lng: -92.388933), Route carried "on" structure: State highway 35, Year Built: 1976, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,398 (year 2028), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M4005, Location: 0.97 Mi E US 167-Crossrds (Lat: 34.225486, Lng: -92.388933), Route carried "on" structure: State highway 35, Year Built: 1976, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,398 (year 2028), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: X0397, Location: 3.91 Mi N US 270-Sheridan (Lat: 34.350997, Lng: -92.346278), Route carried "on" structure: State highway 46, Year Built: 1980, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 870 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,182 (year 2028), Design Load: H 20, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.291, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very 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: Somewhat better than minimum adequacy, 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: September 2019
Structure Number: X0397, Location: 3.91 Mi N US 270-Sheridan (Lat: 34.350997, Lng: -92.346278), Route carried "on" structure: State highway 46, Year Built: 1980, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 870 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,182 (year 2028), Design Load: H 20, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.291, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very 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: Somewhat better than minimum adequacy, 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: September 2019
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Structure Number: X0914, Location: 4.6 Mi N US 167-Sheridan (Lat: 34.357619, Lng: -92.445278), Route carried "on" structure: State highway 35, Year Built: 1996, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,906 (year 2028), Design Load: H 20, Features Intersected: Graves Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.256, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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 2020
Structure Number: X0914, Location: 4.6 Mi N US 167-Sheridan (Lat: 34.357619, Lng: -92.445278), Route carried "on" structure: State highway 35, Year Built: 1996, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,906 (year 2028), Design Load: H 20, Features Intersected: Graves Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.256, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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 2020
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Structure Number: X1077, Location: 0.1 Mi NE SH 35-Sheridan (Lat: 34.328278, Lng: -92.415969), Route carried "on" structure: US 167, Year Built: 2009, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 6,402 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 9,659 (year 2028), Design Load: HS 20+Mod, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: X1077, Location: 0.1 Mi NE SH 35-Sheridan (Lat: 34.328278, Lng: -92.415969), Route carried "on" structure: US 167, Year Built: 2009, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 6,402 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 9,659 (year 2028), Design Load: HS 20+Mod, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: X1078, Location: 0.9 Mi NE SH 35-Sheridan (Lat: 34.334808, Lng: -92.405558), Route carried "on" structure: US 167, Year Built: 2009, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 6,402 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,820 (year 2027), Design Load: HS 20, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.428, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, 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: Excellent, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: X1078, Location: 0.9 Mi NE SH 35-Sheridan (Lat: 34.334808, Lng: -92.405558), Route carried "on" structure: US 167, Year Built: 2009, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 6,402 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,820 (year 2027), Design Load: HS 20, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.428, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, 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: Excellent, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: X131, Location: 2.8 Mi N US 270-Sheridan (Lat: 34.346039, Lng: -92.392569), Route carried "on" structure: US 167, Year Built: 2007, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 9,634 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 9,659 (year 2028), Design Load: HS 20+Mod, Features Intersected: Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.198, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021
Structure Number: X131, Location: 2.8 Mi N US 270-Sheridan (Lat: 34.346039, Lng: -92.392569), Route carried "on" structure: US 167, Year Built: 2007, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 9,634 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 9,659 (year 2028), Design Load: HS 20+Mod, Features Intersected: Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.198, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2021