Bridge Statistics for Perryville, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 95ft / 28.9mTotal length
- $1,000,000Total costs
- 47,817Total average daily traffic
- 1,288Total average daily truck traffic
- 64,162Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Perryville
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11940-1949
- 21950-1959
- 31960-1969
- 11970-1979
- 21980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 75.0%Good
- 25.0%Fair
- Bridge Condition - Superstructure
- 75.0%Good
- 25.0%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Channel
- 43.8%Very good
- 43.8%Good
- 12.5%Satisfactory
- Bridge Condition - Culverts
- 33.3%Very good
- 25.0%Good
- 25.0%Satisfactory
- 16.7%Fair
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Structure Number: 2119, Location: 1.0 MI N JCT SH 60 (Lat: 35.020400, Lng: -92.794858), Route carried "on" structure: State highway 9, Year Built: 1939, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 4,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,606 (year 2028), Design Load: H 15, Features Intersected: Harris Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.802, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Roadway Improvement Cost: $265,000, Total Project Cost: $661,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2119, Location: 1.0 MI N JCT SH 60 (Lat: 35.020400, Lng: -92.794858), Route carried "on" structure: State highway 9, Year Built: 1939, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 4,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,606 (year 2028), Design Load: H 15, Features Intersected: Harris Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.802, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Roadway Improvement Cost: $265,000, Total Project Cost: $661,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3596, Location: .69 Mi W JCT of SH 9 (Lat: 35.005319, Lng: -92.813119), Route carried "on" structure: State highway 60, Year Built: 1963, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,992 (year 2028), Design Load: H 15, Features Intersected: Cedar Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.4 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: Meets minimum limits, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $339,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3596, Location: .69 Mi W JCT of SH 9 (Lat: 35.005319, Lng: -92.813119), Route carried "on" structure: State highway 60, Year Built: 1963, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,992 (year 2028), Design Load: H 15, Features Intersected: Cedar Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 45.4 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: Meets minimum limits, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $339,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4345, Location: .62 N JCT SH 10 & CR65 (Lat: 35.051000, Lng: -92.846000), Route carried "on" structure: County highway 65, Year Built: 1978, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 110 (year 2038), Design Load: H 15, Features Intersected: ROCKY CYPRESS CR, Facility Carried by Structure: Smith Crossing Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4345, Location: .62 N JCT SH 10 & CR65 (Lat: 35.051000, Lng: -92.846000), Route carried "on" structure: County highway 65, Year Built: 1978, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 110 (year 2038), Design Load: H 15, Features Intersected: ROCKY CYPRESS CR, Facility Carried by Structure: Smith Crossing Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6051, Location: 2.0 MI N OF CONWAY (Lat: 35.126069, Lng: -92.400908), Route carried "on" structure: US 65, Year Built: 1986, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 42,054 (year 2028), Design Load: HS 20, Features Intersected: Pickle Gap Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.938, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6051, Location: 2.0 MI N OF CONWAY (Lat: 35.126069, Lng: -92.400908), Route carried "on" structure: US 65, Year Built: 1986, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 42,054 (year 2028), Design Load: HS 20, Features Intersected: Pickle Gap Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.938, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20574, Location: 1.0 S SH 60 & CR 45 (Lat: 34.982031, Lng: -92.840550), Route carried "on" structure: County highway 45, Year Built: 1988, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 67 (year 2007), Features Intersected: Bull Lake Slough, Facility Carried by Structure: Poe Farm Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.279, 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: 4.3m (14.1ft)
Condition: Channel: Good, 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: October 2021
Structure Number: 20574, Location: 1.0 S SH 60 & CR 45 (Lat: 34.982031, Lng: -92.840550), Route carried "on" structure: County highway 45, Year Built: 1988, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 67 (year 2007), Features Intersected: Bull Lake Slough, Facility Carried by Structure: Poe Farm Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.279, 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: 4.3m (14.1ft)
Condition: Channel: Good, 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: October 2021
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Structure Number: 21596, Location: 3.4 M SW JCT SH 9 & CR14 (Lat: 34.952478, Lng: -92.833519), Route carried "on" structure: County highway 14, Year Built: 1995, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 977 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 37 (year 2007), Features Intersected: Little Huston Creek, Facility Carried by Structure: Union Valley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 21596, Location: 3.4 M SW JCT SH 9 & CR14 (Lat: 34.952478, Lng: -92.833519), Route carried "on" structure: County highway 14, Year Built: 1995, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 977 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 37 (year 2007), Features Intersected: Little Huston Creek, Facility Carried by Structure: Union Valley Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 22265, Location: 2.13 MI S OF JCT SH 60 (Lat: 34.971858, Lng: -92.850278), Route carried "on" structure: County highway 45, Year Built: 2000, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 124 (year 2020), Design Load: H 20, Features Intersected: BULL LAKE SLOUGH, Facility Carried by Structure: Poe Farm Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.426, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2020
Structure Number: 22265, Location: 2.13 MI S OF JCT SH 60 (Lat: 34.971858, Lng: -92.850278), Route carried "on" structure: County highway 45, Year Built: 2000, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 124 (year 2020), Design Load: H 20, Features Intersected: BULL LAKE SLOUGH, Facility Carried by Structure: Poe Farm Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.426, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2020
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Structure Number: 24156, Location: .95 M N Jct SH 300 (Lat: 34.952789, Lng: -92.623697), Route carried "on" structure: County highway 245, Year Built: 2020, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 120 (year 2040), Features Intersected: Rankin Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: November 2020
Structure Number: 24156, Location: .95 M N Jct SH 300 (Lat: 34.952789, Lng: -92.623697), Route carried "on" structure: County highway 245, Year Built: 2020, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 120 (year 2040), Features Intersected: Rankin Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: November 2020
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Structure Number: M032, Location: 2.5 MI WEST OF JCT SH 9 (Lat: 35.046019, Lng: -92.836250), Route carried "on" structure: State highway 10, Year Built: 1928, Year Reconstructed: 2000, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 2,116 (year 2028), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2019
Structure Number: M032, Location: 2.5 MI WEST OF JCT SH 9 (Lat: 35.046019, Lng: -92.836250), Route carried "on" structure: State highway 10, Year Built: 1928, Year Reconstructed: 2000, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 2,116 (year 2028), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2019
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Structure Number: M1079, Location: 2.0 M E OF SH 9 (Lat: 35.020619, Lng: -92.768339), Route carried "on" structure: State highway 60, Year Built: 1947, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,992 (year 2028), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.195, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2018
Structure Number: M1079, Location: 2.0 M E OF SH 9 (Lat: 35.020619, Lng: -92.768339), Route carried "on" structure: State highway 60, Year Built: 1947, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,992 (year 2028), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.195, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2018
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Structure Number: M108, Location: 1.82 M W of Perryville (Lat: 34.998008, Lng: -92.830128), Route carried "on" structure: State highway 60, Year Built: 1951, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,992 (year 2028), Design Load: H 15, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.927, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2018
Structure Number: M108, Location: 1.82 M W of Perryville (Lat: 34.998008, Lng: -92.830128), Route carried "on" structure: State highway 60, Year Built: 1951, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,992 (year 2028), Design Load: H 15, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.927, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2018
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Structure Number: M1081, Location: 3.13 M W of Perryville (Lat: 34.992831, Lng: -92.852358), Route carried "on" structure: State highway 60, Year Built: 1951, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,992 (year 2028), Design Load: H 15, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.036, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2018
Structure Number: M1081, Location: 3.13 M W of Perryville (Lat: 34.992831, Lng: -92.852358), Route carried "on" structure: State highway 60, Year Built: 1951, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,992 (year 2028), Design Load: H 15, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.036, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2018
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Structure Number: M153, Location: 6.56 Mi E US 425-Mist (Lat: 33.272906, Lng: -91.698197), Route carried "on" structure: US 82, Year Built: 1933, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 1,872 (year 2028), Features Intersected: West Haley Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: M153, Location: 6.56 Mi E US 425-Mist (Lat: 33.272906, Lng: -91.698197), Route carried "on" structure: US 82, Year Built: 1933, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 1,872 (year 2028), Features Intersected: West Haley Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: X015, Location: 2.3 MI E JCT SH 9 & 216 (Lat: 34.957889, Lng: -92.756539), Route carried "on" structure: State highway 216, Year Built: 1960, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,494 (year 2028), Design Load: H 15, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: X015, Location: 2.3 MI E JCT SH 9 & 216 (Lat: 34.957889, Lng: -92.756539), Route carried "on" structure: State highway 216, Year Built: 1960, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,494 (year 2028), Design Load: H 15, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: X0151, Location: 2.4 MI E JCT SH 9 & 216 (Lat: 34.957389, Lng: -92.754578), Route carried "on" structure: State highway 216, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,494 (year 2028), Design Load: H 20, Features Intersected: Greathouse Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.780, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: X0151, Location: 2.4 MI E JCT SH 9 & 216 (Lat: 34.957389, Lng: -92.754578), Route carried "on" structure: State highway 216, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,494 (year 2028), Design Load: H 20, Features Intersected: Greathouse Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.780, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: X1435, Location: 0.9 MI E JCT SH 9 & 216 (Lat: 34.962378, Lng: -92.781228), Route carried "on" structure: State highway 216, Year Built: 2016, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,100 (year 2035), Design Load: HL 93, Features Intersected: Coffee Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Very good, 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: Equal 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: November 2020
Structure Number: X1435, Location: 0.9 MI E JCT SH 9 & 216 (Lat: 34.962378, Lng: -92.781228), Route carried "on" structure: State highway 216, Year Built: 2016, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,100 (year 2035), Design Load: HL 93, Features Intersected: Coffee Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Very good, 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: Equal 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: November 2020