Bridge Statistics for Calico Rock, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 151ft / 46.1mTotal length
- $1,721,000Total costs
- 12,451Total average daily traffic
- 133Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Calico Rock
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11950-1959
- 11960-1969
- 31970-1979
- 22000-2009
- 12020-2022
- Bridge Condition - Deck
- 14.3%Very good
- 42.9%Good
- 14.3%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Superstructure
- 14.3%Very good
- 14.3%Good
- 42.9%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Substructure
- 14.3%Very good
- 28.6%Good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 80.0%Good
- 10.0%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 21, Location: .04 MI E JCT SH 5 (Lat: 36.119011, Lng: -92.142311), Route carried "on" structure: State highway 56, Year Built: 1941, Status: Posted for load, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 4,101 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,763 (year 2028), Design Load: H 15, Features Intersected: CALICO CR; Randhill Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $609,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21, Location: .04 MI E JCT SH 5 (Lat: 36.119011, Lng: -92.142311), Route carried "on" structure: State highway 56, Year Built: 1941, Status: Posted for load, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 4,101 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,763 (year 2028), Design Load: H 15, Features Intersected: CALICO CR; Randhill Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Roadway Improvement Cost: $156,000, Total Project Cost: $609,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3922, Location: 0.2 MI S JCT SH 56 & 5 (Lat: 36.114128, Lng: -92.143653), Route carried "on" structure: State highway 5, Year Built: 1966, Status: Open, Structure Length: 24.78m (81.30ft), Average Daily Traffic: 1,463 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,816 (year 2028), Design Load: HS 20, Features Intersected: PEPPERSAUCE ST,WHITE RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 52.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 24.78m (81.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Roadway Improvement Cost: $187,000, Total Project Cost: $600,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3922, Location: 0.2 MI S JCT SH 56 & 5 (Lat: 36.114128, Lng: -92.143653), Route carried "on" structure: State highway 5, Year Built: 1966, Status: Open, Structure Length: 24.78m (81.30ft), Average Daily Traffic: 1,463 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,816 (year 2028), Design Load: HS 20, Features Intersected: PEPPERSAUCE ST,WHITE RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 52.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 24.78m (81.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Roadway Improvement Cost: $187,000, Total Project Cost: $600,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5302, Location: 13.4 MI N SH 14 WEST (Lat: 36.070278, Lng: -92.152439), Route carried "on" structure: State highway 5, Year Built: 1971, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,463 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,855 (year 2028), Design Load: H 20, Features Intersected: SUGARLOAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.658, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5302, Location: 13.4 MI N SH 14 WEST (Lat: 36.070278, Lng: -92.152439), Route carried "on" structure: State highway 5, Year Built: 1971, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,463 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,855 (year 2028), Design Load: H 20, Features Intersected: SUGARLOAF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.658, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18033, Location: 5.8MI SE SH56 (Lat: 36.064278, Lng: -92.099528), Route carried "on" structure: County highway 13, Year Built: 1951, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 655 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 82 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.494, 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: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18033, Location: 5.8MI SE SH56 (Lat: 36.064278, Lng: -92.099528), Route carried "on" structure: County highway 13, Year Built: 1951, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 655 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 82 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.494, 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: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2235, Location: 0.05 E. SH 5 LM 0.050 (Lat: 36.117383, Lng: -92.141908), Route carried "on" structure: City street 60540, Year Built: 2001, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 319 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 327 (year 2007), Features Intersected: CALICO CREEK, Facility Carried by Structure: Walnut St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 6.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Steel plate
Structure Number: 2235, Location: 0.05 E. SH 5 LM 0.050 (Lat: 36.117383, Lng: -92.141908), Route carried "on" structure: City street 60540, Year Built: 2001, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 319 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 327 (year 2007), Features Intersected: CALICO CREEK, Facility Carried by Structure: Walnut St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 6.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Deck Structure Type: Steel plate
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Structure Number: 22838, Location: 3.05 West SH5 (Lat: 36.102108, Lng: -92.192478), Route carried "on" structure: County highway 53, Year Built: 2004, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 165 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 146 (year 2023), Features Intersected: JACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.909, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: 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: Equal to present minimum criteria, Deck Geometry: Equal to 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: December 2020
Structure Number: 22838, Location: 3.05 West SH5 (Lat: 36.102108, Lng: -92.192478), Route carried "on" structure: County highway 53, Year Built: 2004, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 165 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 146 (year 2023), Features Intersected: JACKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.909, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: 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: Equal to present minimum criteria, Deck Geometry: Equal to 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: December 2020
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Structure Number: 24202, Location: 6.90 SW SH 56 (Lat: 36.096581, Lng: -92.118169), Route carried "on" structure: County highway 21, Year Built: 2021, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 79 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 103 (year 2007), Features Intersected: CAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.101, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 24202, Location: 6.90 SW SH 56 (Lat: 36.096581, Lng: -92.118169), Route carried "on" structure: County highway 21, Year Built: 2021, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 79 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 103 (year 2007), Features Intersected: CAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.101, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: A21, Location: .04NE Jct SH.5&56 ROW brg (Lat: 36.119328, Lng: -92.141800), Route carried "on" structure: City street , Year Built: 1941, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 18 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2033), Features Intersected: E. Branch - Calico Creek, Facility Carried by Structure: Melbourne Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $109,000, Total Project Cost: $237,000, Deck Structure Type: Steel plate
Structure Number: A21, Location: .04NE Jct SH.5&56 ROW brg (Lat: 36.119328, Lng: -92.141800), Route carried "on" structure: City street , Year Built: 1941, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 18 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2033), Features Intersected: E. Branch - Calico Creek, Facility Carried by Structure: Melbourne Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $109,000, Total Project Cost: $237,000, Deck Structure Type: Steel plate
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Structure Number: M3779, Location: 2.9 MI NW SH 223 (Lat: 36.189119, Lng: -92.140458), Route carried "on" structure: State highway 177, Year Built: 1970, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,949 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,206 (year 2028), Design Load: HS 20, Features Intersected: MOCCOSIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.009, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Roadway Improvement Cost: $117,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: M3779, Location: 2.9 MI NW SH 223 (Lat: 36.189119, Lng: -92.140458), Route carried "on" structure: State highway 177, Year Built: 1970, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,949 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,206 (year 2028), Design Load: HS 20, Features Intersected: MOCCOSIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.009, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Roadway Improvement Cost: $117,000, Total Project Cost: $275,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: X0094, Location: 15.9 MI N JCT SH 14 & 5 (Lat: 36.099031, Lng: -92.140119), Route carried "on" structure: State highway 5, Year Built: 1971, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,463 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,855 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.617, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: November 2021
Structure Number: X0094, Location: 15.9 MI N JCT SH 14 & 5 (Lat: 36.099031, Lng: -92.140119), Route carried "on" structure: State highway 5, Year Built: 1971, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,463 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,855 (year 2028), Design Load: H 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.617, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: November 2021
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Structure Number: 21, Location: .04 MI E JCT SH 5 (Lat: 36.119011, Lng: -92.142311), Route carried "under" structure: ServiceCity street 47774, Structure Length: 0. m, Average Daily Traffic: 10 (year 2004), Truck Traffic: 1%, Features Intersected: CALICO CR; Randhill Rd., Facility Carried by Structure: SH 56 Izard County
Minimum Vertical Clearance: 4.81m (15.78ft), Kilometerpoint: 0.064, Length of Maximum Span: 0.0m
Structure Number: 21, Location: .04 MI E JCT SH 5 (Lat: 36.119011, Lng: -92.142311), Route carried "under" structure: ServiceCity street 47774, Structure Length: 0. m, Average Daily Traffic: 10 (year 2004), Truck Traffic: 1%, Features Intersected: CALICO CR; Randhill Rd., Facility Carried by Structure: SH 56 Izard County
Minimum Vertical Clearance: 4.81m (15.78ft), Kilometerpoint: 0.064, Length of Maximum Span: 0.0m
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Structure Number: 3922, Location: 0.2 MI S JCT SH 56 & 5 (Lat: 36.114128, Lng: -92.143653), Route carried "under" structure: City street 59025, Structure Length: 0. m, Average Daily Traffic: 681 (year 1987), Truck Traffic: 1%, Features Intersected: PEPPERSAUCE ST,WHITE RIV, Facility Carried by Structure: SH 5 Izard County
Minimum Vertical Clearance: 7.25m (23.79ft), Kilometerpoint: 0.064, Length of Maximum Span: 0.0m
Structure Number: 3922, Location: 0.2 MI S JCT SH 56 & 5 (Lat: 36.114128, Lng: -92.143653), Route carried "under" structure: City street 59025, Structure Length: 0. m, Average Daily Traffic: 681 (year 1987), Truck Traffic: 1%, Features Intersected: PEPPERSAUCE ST,WHITE RIV, Facility Carried by Structure: SH 5 Izard County
Minimum Vertical Clearance: 7.25m (23.79ft), Kilometerpoint: 0.064, Length of Maximum Span: 0.0m
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Structure Number: 19629, Location: 1 BLOCK SO OF SH 5 (Lat: 36.116069, Lng: -92.142167), Route carried "under" structure: City street 64590, Structure Length: 0. m, Average Daily Traffic: 26 (year 1983), Features Intersected: 9TH ST. CALICO ROCK, Facility Carried by Structure: MO & N. AR. RR-U/C
Minimum Vertical Clearance: 3.40m (11.15ft), Kilometerpoint: 0.064, Length of Maximum Span: 0.0m
Structure Number: 19629, Location: 1 BLOCK SO OF SH 5 (Lat: 36.116069, Lng: -92.142167), Route carried "under" structure: City street 64590, Structure Length: 0. m, Average Daily Traffic: 26 (year 1983), Features Intersected: 9TH ST. CALICO ROCK, Facility Carried by Structure: MO & N. AR. RR-U/C
Minimum Vertical Clearance: 3.40m (11.15ft), Kilometerpoint: 0.064, Length of Maximum Span: 0.0m
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Structure Number: 20593, Location: 2.9 MI SE SH 56 (Lat: 36.090833, Lng: -92.124389), Route carried "under" structure: County highway 13, Structure Length: 0. m, Average Daily Traffic: 59 (year 1987), Truck Traffic: 1%, Features Intersected: CR 13/ Boswell Rd., Facility Carried by Structure: MO & N. AR. RR-U/C
Minimum Vertical Clearance: 3.37m (11.06ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m
Structure Number: 20593, Location: 2.9 MI SE SH 56 (Lat: 36.090833, Lng: -92.124389), Route carried "under" structure: County highway 13, Structure Length: 0. m, Average Daily Traffic: 59 (year 1987), Truck Traffic: 1%, Features Intersected: CR 13/ Boswell Rd., Facility Carried by Structure: MO & N. AR. RR-U/C
Minimum Vertical Clearance: 3.37m (11.06ft), Kilometerpoint: 0.000, Length of Maximum Span: 0.0m