Bridge Statistics for Denning, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 157ft / 47.5mTotal length
- $2,173,000Total costs
- 54,178Total average daily traffic
- 1,368Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Denning
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 51930-1939
- 11940-1949
- 41960-1969
- 21980-1989
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 7.7%Very good
- 30.8%Good
- 46.2%Satisfactory
- 15.4%Fair
- Bridge Condition - Superstructure
- 23.1%Very good
- 15.4%Good
- 30.8%Satisfactory
- 15.4%Fair
- 7.7%Poor
- 7.7%Serious
- Bridge Condition - Substructure
- 15.4%Very good
- 15.4%Good
- 53.8%Satisfactory
- 15.4%Fair
- Bridge Condition - Channel
- 31.3%Very good
- 25.0%Good
- 18.8%Satisfactory
- 25.0%Fair
- Bridge Condition - Culverts
- 25.0%Good
- 75.0%Satisfactory
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Structure Number: 432, Location: 1.5 MI W OF CORNING (Lat: 36.411533, Lng: -90.613950), Route carried "on" structure: US 67, Year Built: 1928, Year Reconstructed: 1954, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 7,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,221 (year 2028), Design Load: H 20, Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.289, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 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: 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, 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: 432, Location: 1.5 MI W OF CORNING (Lat: 36.411533, Lng: -90.613950), Route carried "on" structure: US 67, Year Built: 1928, Year Reconstructed: 1954, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 7,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,221 (year 2028), Design Load: H 20, Features Intersected: MIDDLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.289, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 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: 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, 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
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Structure Number: 1485, Location: .1 MI SW JCT SH 51 (Lat: 33.903364, Lng: -93.212969), Route carried "on" structure: US 67, Year Built: 1931, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,931 (year 2028), Design Load: H 15, Features Intersected: MCNEELY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.898, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $377,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1485, Location: .1 MI SW JCT SH 51 (Lat: 33.903364, Lng: -93.212969), Route carried "on" structure: US 67, Year Built: 1931, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,931 (year 2028), Design Load: H 15, Features Intersected: MCNEELY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.898, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $377,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1956, Location: .10 M N of Jct 326 (Lat: 35.303300, Lng: -93.170639), Route carried "on" structure: US 64, Year Built: 1936, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,327 (year 2028), Design Load: H 15, Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.727, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.9 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Roadway Improvement Cost: $362,000, Total Project Cost: $1,157,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1956, Location: .10 M N of Jct 326 (Lat: 35.303300, Lng: -93.170639), Route carried "on" structure: US 64, Year Built: 1936, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,327 (year 2028), Design Load: H 15, Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.727, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.9 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Roadway Improvement Cost: $362,000, Total Project Cost: $1,157,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 3472, Location: .51 M E of Pope Co Line (Lat: 35.407689, Lng: -92.843000), Route carried "on" structure: State highway 124, Year Built: 1964, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2038), Design Load: H 15, Features Intersected: Cedar Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3472, Location: .51 M E of Pope Co Line (Lat: 35.407689, Lng: -92.843000), Route carried "on" structure: State highway 124, Year Built: 1964, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 620 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2038), Design Load: H 15, Features Intersected: Cedar Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3975, Location: 1.5 MI SE JCT SH 288-309 (Lat: 35.364319, Lng: -93.759081), Route carried "on" structure: State highway 309, Year Built: 1966, Status: Posted for load, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,611 (year 2028), Design Load: H 15, Features Intersected: Six Mile Canal-Logan Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.059, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 33.6 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: Meets minimum limits, Deck Geometry: Meets minimum limits, 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), 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: Monolithic Concrete
Structure Number: 3975, Location: 1.5 MI SE JCT SH 288-309 (Lat: 35.364319, Lng: -93.759081), Route carried "on" structure: State highway 309, Year Built: 1966, Status: Posted for load, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,611 (year 2028), Design Load: H 15, Features Intersected: Six Mile Canal-Logan Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.059, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 33.6 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: Meets minimum limits, Deck Geometry: Meets minimum limits, 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), 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: Monolithic Concrete
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Structure Number: 6963, Location: 5.1 Mi So Jct Hwy 23 (Lat: 35.404292, Lng: -93.816400), Route carried "on" structure: State highway 309, Year Built: 2004, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 2,007 (year 2028), Design Load: HS 20, Features Intersected: Smith Creek-Franklin Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very 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: Equal to present desirable 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6963, Location: 5.1 Mi So Jct Hwy 23 (Lat: 35.404292, Lng: -93.816400), Route carried "on" structure: State highway 309, Year Built: 2004, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 1,600 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 2,007 (year 2028), Design Load: HS 20, Features Intersected: Smith Creek-Franklin Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very 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: Equal to present desirable 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7072, Location: Perry Rd Interchange Ramp (Lat: 36.301711, Lng: -94.178350), Route carried "on" structure: Ramp Interstate 49, Year Built: 2007, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,624 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 5,500 (year 2028), Design Load: HS 20+Mod, Features Intersected: BLOSSOM WAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.741, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7072, Location: Perry Rd Interchange Ramp (Lat: 36.301711, Lng: -94.178350), Route carried "on" structure: Ramp Interstate 49, Year Built: 2007, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 1,624 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 5,500 (year 2028), Design Load: HS 20+Mod, Features Intersected: BLOSSOM WAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.741, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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: October 2021, 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: 13101, Location: 0.43 MI W ALIX (Lat: 35.421181, Lng: -93.736672), Route carried "on" structure: County highway 97, Year Built: 1939, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 121 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 130 (year 2038), Design Load: H 15, Features Intersected: Cedar Creek - Frank. Co., Facility Carried by Structure: Coal Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13101, Location: 0.43 MI W ALIX (Lat: 35.421181, Lng: -93.736672), Route carried "on" structure: County highway 97, Year Built: 1939, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 121 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 130 (year 2038), Design Load: H 15, Features Intersected: Cedar Creek - Frank. Co., Facility Carried by Structure: Coal Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13102, Location: 0.6 mi west of sh 186 (Lat: 35.428692, Lng: -93.741683), Route carried "on" structure: County highway 98, Year Built: 1935, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 363 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2038), Features Intersected: Cedar Creek-Franklin Co., Facility Carried by Structure: East Church Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.208, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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: Better than 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), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $212,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13102, Location: 0.6 mi west of sh 186 (Lat: 35.428692, Lng: -93.741683), Route carried "on" structure: County highway 98, Year Built: 1935, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 363 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2038), Features Intersected: Cedar Creek-Franklin Co., Facility Carried by Structure: East Church Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.208, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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: Better than 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), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $212,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13111, Location: 0.87 Mi W. of County Line (Lat: 35.420861, Lng: -93.723806), Route carried "on" structure: County highway 539, Year Built: 1930, Year Reconstructed: 1965, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 234 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2007), Design Load: H 10, Features Intersected: Reeve's Creek-Franklin, Facility Carried by Structure: Norton Town Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 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: 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), Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $209,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13111, Location: 0.87 Mi W. of County Line (Lat: 35.420861, Lng: -93.723806), Route carried "on" structure: County highway 539, Year Built: 1930, Year Reconstructed: 1965, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 234 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2007), Design Load: H 10, Features Intersected: Reeve's Creek-Franklin, Facility Carried by Structure: Norton Town Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 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: 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), Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $209,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1892, Location: 1MI W BETHEL HEIGHTS (Lat: 36.247231, Lng: -94.155081), Route carried "on" structure: City street 22770, Year Built: 1980, Year Reconstructed: 2019, Status: Closed, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 107 (year 2007), Features Intersected: PUPPY CREEK, Facility Carried by Structure: S Goad SprgsLowell
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1892, Location: 1MI W BETHEL HEIGHTS (Lat: 36.247231, Lng: -94.155081), Route carried "on" structure: City street 22770, Year Built: 1980, Year Reconstructed: 2019, Status: Closed, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 107 (year 2007), Features Intersected: PUPPY CREEK, Facility Carried by Structure: S Goad SprgsLowell
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 19227, Location: 0.2 E. of Cherry & SH 103 (Lat: 35.472111, Lng: -93.462778), Route carried "on" structure: City street 10580, Year Built: 1968, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 6,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,492 (year 2007), Design Load: HS 20, Features Intersected: Craven Creek, Facility Carried by Structure: Cherry Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: 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: High priority of replacement, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19227, Location: 0.2 E. of Cherry & SH 103 (Lat: 35.472111, Lng: -93.462778), Route carried "on" structure: City street 10580, Year Built: 1968, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 6,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,492 (year 2007), Design Load: HS 20, Features Intersected: Craven Creek, Facility Carried by Structure: Cherry Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: 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: High priority of replacement, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19587, Location: 0.23 MI N SH 246 (Lat: 34.383556, Lng: -94.369278), Route carried "on" structure: City street 18, Year Built: 1920, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 64 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 235 (year 2007), Features Intersected: LIttle Hickory Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2022, Other Special Inspection Date: January 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $218,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 19587, Location: 0.23 MI N SH 246 (Lat: 34.383556, Lng: -94.369278), Route carried "on" structure: City street 18, Year Built: 1920, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 64 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 235 (year 2007), Features Intersected: LIttle Hickory Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2022, Other Special Inspection Date: January 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $218,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 19717, Location: .6 MI SO OF BASELINE (Lat: 34.660889, Lng: -92.344889), Route carried "on" structure: City street 22260, Year Built: 1982, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 12,549 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 16,500 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: GEYER SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.957, Lanes on structure: 4, Owner: City or Municipal 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: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: September 2020
Structure Number: 19717, Location: .6 MI SO OF BASELINE (Lat: 34.660889, Lng: -92.344889), Route carried "on" structure: City street 22260, Year Built: 1982, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 12,549 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 16,500 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: GEYER SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.957, Lanes on structure: 4, Owner: City or Municipal 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: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: September 2020
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Structure Number: 22891, Location: 1.1 Mi S. of Alix (Lat: 35.407892, Lng: -93.726594), Route carried "on" structure: County highway 96, Year Built: 1941, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 103 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 91 (year 2024), Features Intersected: U.S. Government Ditch, Facility Carried by Structure: Jennie Road-Frank
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Out-to-Out Width: 7.7m (25.3ft)
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 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: August 2020
Structure Number: 22891, Location: 1.1 Mi S. of Alix (Lat: 35.407892, Lng: -93.726594), Route carried "on" structure: County highway 96, Year Built: 1941, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 103 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 91 (year 2024), Features Intersected: U.S. Government Ditch, Facility Carried by Structure: Jennie Road-Frank
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Out-to-Out Width: 7.7m (25.3ft)
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 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: August 2020
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Structure Number: M2846, Location: 6.09 MI NW JCT SH 22 &309 (Lat: 35.369050, Lng: -93.764911), Route carried "on" structure: State highway 309, Year Built: 1966, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,611 (year 2028), Design Load: H 15, Features Intersected: Howe Creek - Logan Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.799, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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
Structure Number: M2846, Location: 6.09 MI NW JCT SH 22 &309 (Lat: 35.369050, Lng: -93.764911), Route carried "on" structure: State highway 309, Year Built: 1966, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,611 (year 2028), Design Load: H 15, Features Intersected: Howe Creek - Logan Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.799, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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
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Structure Number: X1239, Location: 0.5 Mi. S. Jct Hwy 288 (Lat: 35.372639, Lng: -93.773158), Route carried "on" structure: State highway 309, Year Built: 2005, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,611 (year 2028), Design Load: H 20, Features Intersected: Hixsom Creek-Logan Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.799, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: X1239, Location: 0.5 Mi. S. Jct Hwy 288 (Lat: 35.372639, Lng: -93.773158), Route carried "on" structure: State highway 309, Year Built: 2005, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,300 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,611 (year 2028), Design Load: H 20, Features Intersected: Hixsom Creek-Logan Co.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.799, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 1969, Location: .29 MI E JCT US 79B (Lat: 33.814919, Lng: -92.405600), Route carried "under" structure: State highway 8, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2014), Truck Traffic: 1%, Features Intersected: SH 8-SEC 8, Facility Carried by Structure: SL-SW RR
Minimum Vertical Clearance: 4.14m (13.58ft), Kilometerpoint: 0.467, Length of Maximum Span: 0.0m
Structure Number: 1969, Location: .29 MI E JCT US 79B (Lat: 33.814919, Lng: -92.405600), Route carried "under" structure: State highway 8, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2014), Truck Traffic: 1%, Features Intersected: SH 8-SEC 8, Facility Carried by Structure: SL-SW RR
Minimum Vertical Clearance: 4.14m (13.58ft), Kilometerpoint: 0.467, Length of Maximum Span: 0.0m