Bridge Statistics for Perrytown, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 151ft / 46.2mTotal length
- 95,322Total average daily traffic
- 27,725Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Perrytown
- No street view available for this location
- New bridges - historical statistics
- 41960-1969
- 31970-1979
- 21980-1989
- 11990-1999
- 52010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 70.0%Good
- 20.0%Satisfactory
- Bridge Condition - Superstructure
- 30.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 40.0%Very good
- 50.0%Good
- 10.0%Satisfactory
- Bridge Condition - Channel
- 7.1%Very good
- 71.4%Good
- 21.4%Satisfactory
- Bridge Condition - Culverts
- 80.0%Good
- 20.0%Satisfactory
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Structure Number: 5055, Location: 3.17 MI W US 67 JCT (Lat: 33.738189, Lng: -93.523031), Route carried "on" structure: State highway 299, Year Built: 1971, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,497 (year 2028), Design Load: HS 20, Features Intersected: I 30-SEC 12- 36.34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 29.9m (98.1ft), 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: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5055, Location: 3.17 MI W US 67 JCT (Lat: 33.738189, Lng: -93.523031), Route carried "on" structure: State highway 299, Year Built: 1971, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,497 (year 2028), Design Load: HS 20, Features Intersected: I 30-SEC 12- 36.34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 29.9m (98.1ft), 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: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7138, Location: 2.43MI SW NEVADA CO LN (Lat: 33.709075, Lng: -93.510711), Route carried "on" structure: US 67, Year Built: 2012, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,500 (year 2030), Design Load: HL 93, Features Intersected: TERRE ROUGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7138, Location: 2.43MI SW NEVADA CO LN (Lat: 33.709075, Lng: -93.510711), Route carried "on" structure: US 67, Year Built: 2012, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,500 (year 2030), Design Load: HL 93, Features Intersected: TERRE ROUGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 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: 7139, Location: 3.2 M FROM SH 174 (Lat: 33.711897, Lng: -93.504808), Route carried "on" structure: State highway 67, Year Built: 2012, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,500 (year 2030), Design Load: HL 93, Features Intersected: TERRE ROUGE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.106, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7139, Location: 3.2 M FROM SH 174 (Lat: 33.711897, Lng: -93.504808), Route carried "on" structure: State highway 67, Year Built: 2012, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,500 (year 2030), Design Load: HL 93, Features Intersected: TERRE ROUGE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.106, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: 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: 714, Location: 2.04 MI SW NEVADA CO LN (Lat: 33.714442, Lng: -93.499511), Route carried "on" structure: US 67, Year Built: 2012, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,500 (year 2030), Design Load: HL 93, Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.348, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 714, Location: 2.04 MI SW NEVADA CO LN (Lat: 33.714442, Lng: -93.499511), Route carried "on" structure: US 67, Year Built: 2012, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,500 (year 2030), Design Load: HL 93, Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.348, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20798, Location: .82 MI N of US 62/412 (Lat: 36.305800, Lng: -92.463256), Route carried "on" structure: County highway 710, Year Built: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 355 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 64 (year 2008), Features Intersected: LITHIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20798, Location: .82 MI N of US 62/412 (Lat: 36.305800, Lng: -92.463256), Route carried "on" structure: County highway 710, Year Built: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 355 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 64 (year 2008), Features Intersected: LITHIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21217, Location: 2 MI. SO DEANN (Lat: 33.748036, Lng: -93.560425), Route carried "on" structure: County highway 210, Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 178 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 35 (year 2007), Features Intersected: DEANN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present 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: January 2022
Structure Number: 21217, Location: 2 MI. SO DEANN (Lat: 33.748036, Lng: -93.560425), Route carried "on" structure: County highway 210, Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 178 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 35 (year 2007), Features Intersected: DEANN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present 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: January 2022
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Structure Number: 23413, Location: 2 MI S OF DEANN (Lat: 33.751919, Lng: -93.561947), Route carried "on" structure: County highway 212, Year Built: 2011, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 21 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 16 (year 2007), Features Intersected: DEANN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.304, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 23413, Location: 2 MI S OF DEANN (Lat: 33.751919, Lng: -93.561947), Route carried "on" structure: County highway 212, Year Built: 2011, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 21 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 16 (year 2007), Features Intersected: DEANN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.304, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: A5054, Location: 3.77 MI. EAST OF HOPE (Lat: 33.725531, Lng: -93.545939), Route carried "on" structure: Interstate 30, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 44%, Average Future Daily Traffic: 13,726 (year 2028), Design Load: HS 20+Mod, Features Intersected: TERRE ROUGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.957, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 301, Subroute: 30), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A5054, Location: 3.77 MI. EAST OF HOPE (Lat: 33.725531, Lng: -93.545939), Route carried "on" structure: Interstate 30, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 44%, Average Future Daily Traffic: 13,726 (year 2028), Design Load: HS 20+Mod, Features Intersected: TERRE ROUGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.957, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 301, Subroute: 30), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B5054, Location: 3.77 MI. EAST OF HOPE (Lat: 33.725181, Lng: -93.545689), Route carried "on" structure: Interstate 30, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 50%, Average Future Daily Traffic: 13,726 (year 2028), Design Load: HS 20+Mod, Features Intersected: TERRE ROUGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.957, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 301, Subroute: 30), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B5054, Location: 3.77 MI. EAST OF HOPE (Lat: 33.725181, Lng: -93.545689), Route carried "on" structure: Interstate 30, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 12,500 (year 2018), Truck Traffic: 50%, Average Future Daily Traffic: 13,726 (year 2028), Design Load: HS 20+Mod, Features Intersected: TERRE ROUGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.957, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 301, Subroute: 30), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: M4051, Location: 5 MI EAST OF HOPE (Lat: 33.673469, Lng: -93.494339), Route carried "on" structure: State highway 73, Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 770 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 961 (year 2028), Features Intersected: LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.870, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M4051, Location: 5 MI EAST OF HOPE (Lat: 33.673469, Lng: -93.494339), Route carried "on" structure: State highway 73, Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 770 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 961 (year 2028), Features Intersected: LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.870, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M4062, Location: 4.00 NE JCT US 67 (Lat: 33.732550, Lng: -93.524058), Route carried "on" structure: State highway 174, Year Built: 1979, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 649 (year 2028), Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M4062, Location: 4.00 NE JCT US 67 (Lat: 33.732550, Lng: -93.524058), Route carried "on" structure: State highway 174, Year Built: 1979, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 649 (year 2028), Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M4063, Location: 2.91MI NE JCT US 67 (Lat: 33.722775, Lng: -93.541381), Route carried "on" structure: State highway 174, Year Built: 1979, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 649 (year 2028), Features Intersected: TERRE ROUGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, 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: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M4063, Location: 2.91MI NE JCT US 67 (Lat: 33.722775, Lng: -93.541381), Route carried "on" structure: State highway 174, Year Built: 1979, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 649 (year 2028), Features Intersected: TERRE ROUGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, 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: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: X0033, Location: 0.2 MI. W JCT SH 299 & 30 (Lat: 33.735419, Lng: -93.526314), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 50%, Average Future Daily Traffic: 27,452 (year 2028), Design Load: H 20, Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.081, Lanes on structure: 5, 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: Good, Culverts: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: X0033, Location: 0.2 MI. W JCT SH 299 & 30 (Lat: 33.735419, Lng: -93.526314), Route carried "on" structure: Interstate 30, Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 50%, Average Future Daily Traffic: 27,452 (year 2028), Design Load: H 20, Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.081, Lanes on structure: 5, 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: Good, Culverts: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: X0035, Location: 0.2 MI W. JCT SH 299 & 30 (Lat: 33.735828, Lng: -93.526772), Route carried "on" structure: ServiceInterstate 30, Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 28 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 275 (year 2028), Design Load: H 20, Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.065, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: X0035, Location: 0.2 MI W. JCT SH 299 & 30 (Lat: 33.735828, Lng: -93.526772), Route carried "on" structure: ServiceInterstate 30, Year Built: 1968, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 28 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 275 (year 2028), Design Load: H 20, Features Intersected: GARLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.065, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: X1381, Location: .25 M NE SH 174 (Lat: 33.690981, Lng: -93.549981), Route carried "on" structure: US 67, Year Built: 2011, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,500 (year 2030), Design Load: HS 20+Mod, Features Intersected: PHILLIPS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.214, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: X1381, Location: .25 M NE SH 174 (Lat: 33.690981, Lng: -93.549981), Route carried "on" structure: US 67, Year Built: 2011, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,500 (year 2030), Design Load: HS 20+Mod, Features Intersected: PHILLIPS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.214, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 5055, Location: 3.17 MI W US 67 JCT (Lat: 33.738189, Lng: -93.523031), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 12- 36.34, Facility Carried by Structure: SH 299-SEC 0- 0.17
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 58.484, Length of Maximum Span: 0.0m
Structure Number: 5055, Location: 3.17 MI W US 67 JCT (Lat: 33.738189, Lng: -93.523031), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 12- 36.34, Facility Carried by Structure: SH 299-SEC 0- 0.17
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 58.484, Length of Maximum Span: 0.0m
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Structure Number: 5055, Location: 3.17 MI W US 67 JCT (Lat: 33.738189, Lng: -93.523031), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 12- 36.34, Facility Carried by Structure: SH 299-SEC 0- 0.17
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 58.484, Length of Maximum Span: 0.0m
Structure Number: 5055, Location: 3.17 MI W US 67 JCT (Lat: 33.738189, Lng: -93.523031), Route carried "under" structure: Interstate 30, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2013), Truck Traffic: 1%, Features Intersected: I 30-SEC 12- 36.34, Facility Carried by Structure: SH 299-SEC 0- 0.17
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 58.484, Length of Maximum Span: 0.0m