Bridge Statistics for Fountain Lake, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 82ft / 24.8mTotal length
- $490,000Total costs
- 26,861Total average daily traffic
- 361Total average daily truck traffic
- 45,191Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fountain Lake
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21970-1979
- 31980-1989
- 42010-2019
- Bridge Condition - Deck
- 16.7%Excellent
- 16.7%Very good
- 50.0%Good
- 16.7%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Excellent
- 66.7%Good
- 16.7%Satisfactory
- Bridge Condition - Substructure
- 16.7%Excellent
- 50.0%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 10.0%Excellent
- 30.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 50.0%Excellent
- 25.0%Very good
- 25.0%Fair
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Structure Number: 6077, Location: .2 MI E JCT SH 5 (Lat: 34.602881, Lng: -92.922331), Route carried "on" structure: State highway 128, Year Built: 1985, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,760 (year 2028), Design Load: H 20, Features Intersected: SO FK SALINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.599, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6077, Location: .2 MI E JCT SH 5 (Lat: 34.602881, Lng: -92.922331), Route carried "on" structure: State highway 128, Year Built: 1985, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,760 (year 2028), Design Load: H 20, Features Intersected: SO FK SALINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.599, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6078, Location: 6.6 MI W JCT US 70 (Lat: 34.595431, Lng: -92.889600), Route carried "on" structure: State highway 128, Year Built: 1985, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,760 (year 2028), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.332, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6078, Location: 6.6 MI W JCT US 70 (Lat: 34.595431, Lng: -92.889600), Route carried "on" structure: State highway 128, Year Built: 1985, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,760 (year 2028), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.332, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6126, Location: .87 MI NE JCT SH 7N (Lat: 34.586019, Lng: -92.970250), Route carried "on" structure: State highway 5, Year Built: 1987, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 8,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,773 (year 2028), Design Load: HS 20, Features Intersected: S FORK SALINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6126, Location: .87 MI NE JCT SH 7N (Lat: 34.586019, Lng: -92.970250), Route carried "on" structure: State highway 5, Year Built: 1987, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 8,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,773 (year 2028), Design Load: HS 20, Features Intersected: S FORK SALINE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13166, Location: 2.10 MI N HWY 5 (Lat: 34.625622, Lng: -92.950508), Route carried "on" structure: County highway 79, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,700 (year 2031), Features Intersected: LOCKETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.316, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13166, Location: 2.10 MI N HWY 5 (Lat: 34.625622, Lng: -92.950508), Route carried "on" structure: County highway 79, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,700 (year 2031), Features Intersected: LOCKETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.316, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18547, Location: 0.3 MI NW of Danville Rd (Lat: 34.632839, Lng: -92.951750), Route carried "on" structure: County highway 79, Year Built: 1973, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 328 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,700 (year 2031), Features Intersected: NORTH FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $216,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18547, Location: 0.3 MI NW of Danville Rd (Lat: 34.632839, Lng: -92.951750), Route carried "on" structure: County highway 79, Year Built: 1973, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 328 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,700 (year 2031), Features Intersected: NORTH FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $216,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23792, Location: .6 ML N OF JCT SH5 (Lat: 34.604681, Lng: -92.959608), Route carried "on" structure: County highway 79, Year Built: 2015, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,300 (year 2034), Design Load: HL 93, Features Intersected: LOCKETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Very good, Culverts: 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: 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: April 2021
Structure Number: 23792, Location: .6 ML N OF JCT SH5 (Lat: 34.604681, Lng: -92.959608), Route carried "on" structure: County highway 79, Year Built: 2015, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,800 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,300 (year 2034), Design Load: HL 93, Features Intersected: LOCKETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Very good, Culverts: 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: 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: April 2021
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Structure Number: 23875, Location: 0.10 M S Hwy 5 (Lat: 34.590419, Lng: -92.962128), Route carried "on" structure: County highway 1396, Year Built: 2016, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 117 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 115 (year 2030), Features Intersected: Saline Relief, Facility Carried by Structure: Deer Park Rd.
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 23875, Location: 0.10 M S Hwy 5 (Lat: 34.590419, Lng: -92.962128), Route carried "on" structure: County highway 1396, Year Built: 2016, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 117 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 115 (year 2030), Features Intersected: Saline Relief, Facility Carried by Structure: Deer Park Rd.
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 23992, Location: 1.1 MI JCT CR94&SH128 (Lat: 34.604500, Lng: -92.883397), Route carried "on" structure: County highway 154, Year Built: 2019, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 258 (year 2018), Average Future Daily Traffic: 310 (year 2040), Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23992, Location: 1.1 MI JCT CR94&SH128 (Lat: 34.604500, Lng: -92.883397), Route carried "on" structure: County highway 154, Year Built: 2019, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 258 (year 2018), Average Future Daily Traffic: 310 (year 2040), Features Intersected: Mill Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 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: 24053, Location: 1.2 miles North of Hwy 5 (Lat: 34.614019, Lng: -92.957828), Route carried "on" structure: County highway 79, Year Built: 2019, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 458 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,000 (year 2038), Features Intersected: Unnamed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.252, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: Febuary 2021
Structure Number: 24053, Location: 1.2 miles North of Hwy 5 (Lat: 34.614019, Lng: -92.957828), Route carried "on" structure: County highway 79, Year Built: 2019, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 458 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,000 (year 2038), Features Intersected: Unnamed Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.252, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: Febuary 2021
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Structure Number: M0105, Location: 1.5 MI E OF Jct SH 7 (Lat: 34.592189, Lng: -92.962950), Route carried "on" structure: State highway 5, Year Built: 1925, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,773 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $274,000
Structure Number: M0105, Location: 1.5 MI E OF Jct SH 7 (Lat: 34.592189, Lng: -92.962950), Route carried "on" structure: State highway 5, Year Built: 1925, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,773 (year 2028), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $274,000