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Bridge Statistics for Mount Ida, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 17Number of bridges
  • 131ft / 40mTotal length
  • $1,379,000Total costs
  • 30,646Total average daily traffic
  • 303Total average daily truck traffic
  • 36,736Total future (year 2007) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Mount Ida
  • No street view available for this location

New bridges in Mount Ida, AR - historical statistics
  • New bridges - historical statistics
  • 21930-1939
  • 31950-1959
  • 11960-1969
  • 21970-1979
  • 21980-1989
  • 51990-1999
  • 12000-2009
  • 12010-2018
Average Bridge Daily Traffic in Mount Ida, AR
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 40.0%Good
  • 60.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 50.0%Good
  • 50.0%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 50.0%Good
  • 50.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 31.3%Very good
  • 56.3%Good
  • 12.5%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 28.6%Very good
  • 71.4%Good
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Structure Number: 2049,  Location: .25 SE JCT HWY 79 (Lat: 33.861011,  Lng: -92.306350),  Route carried "on" structure: County highway 22,  Year Built: 1938,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 108 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 141 (year 2007),  Design Load: H 15,  Features Intersected: Union Pacific RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2764,  Location: 2.44 M E Jct of US 270 (Lat: 34.571019,  Lng: -93.599269),  Route carried "on" structure: State highway 27,  Year Built: 1953,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,400 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,835 (year 2028),  Design Load: H 15,  Features Intersected: Woods Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.391,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 41.10m (134.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Roadway Improvement Cost: $156,000,  Total Project Cost: $473,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2765,  Location: 3.46 M N of Jct US 270 (Lat: 34.574889,  Lng: -93.583189),  Route carried "on" structure: State highway 27,  Year Built: 1953,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,400 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,835 (year 2028),  Design Load: H 15,  Features Intersected: Hovell Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.533,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 41.10m (134.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Roadway Improvement Cost: $156,000,  Total Project Cost: $473,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6182,  Location: 2.3 M E of Mt. Ida (Lat: 34.539289,  Lng: -93.601200),  Route carried "on" structure: US 270,  Year Built: 1988,  Status: Open,  Structure Length: 0.53m (1.74ft),  Average Daily Traffic: 4,500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,850 (year 2028),  Design Load: HS 20,  Features Intersected: Williams Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.763,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6183,  Location: 2.67 M E of Mt. Ida (Lat: 34.539850,  Lng: -93.595000),  Route carried "on" structure: US 270,  Year Built: 1988,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 4,500 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,850 (year 2028),  Design Load: HS 20,  Features Intersected: Rogers Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.327,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.4m (4.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6448,  Location: 0.2 MILES E OF JCT 27 (Lat: 34.560589,  Lng: -93.636739),  Route carried "on" structure: US 270,  Year Built: 1994,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 5,600 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,816 (year 2028),  Design Load: HS 20,  Features Intersected: S. Fork Ouachita River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.748,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15489,  Location: .64 M E Jct SH 27 (Lat: 34.515556,  Lng: -93.665417),  Route carried "on" structure: County highway 28,  Year Built: 1965,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 177 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 232 (year 2007),  Features Intersected: Crump Creek,  Facility Carried by Structure: Owley Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.103,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 0.8m (2.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 2.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 16.20m (53.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Roadway Improvement Cost: $109,000,  Total Project Cost: $212,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15492,  Location: 2.28 M E Jct SH 27 (Lat: 34.510361,  Lng: -93.642500),  Route carried "on" structure: County highway 28,  Year Built: 1970,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 177 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 232 (year 2007),  Features Intersected: Williams Creek,  Facility Carried by Structure: Owley Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.669,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 2.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Roadway Improvement Cost: $109,000,  Total Project Cost: $221,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15542,  Location: .34 Mi. W Jct. Luzerne St (Lat: 34.550200,  Lng: -93.647278),  Route carried "on" structure: County highway 147,  Year Built: 1973,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 25 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 33 (year 2007),  Features Intersected: Martin Creek,  Facility Carried by Structure: Golden Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22299,  Location: 1.5 M E Jct SH 27 (Lat: 34.513611,  Lng: -93.652639),  Route carried "on" structure: County highway 28,  Year Built: 2000,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 177 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 232 (year 2007),  Features Intersected: Williams Creek,  Facility Carried by Structure: Owley Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.243,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 0.8m (2.6ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 31.8 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2351,  Location: 0.08 MI N of JCT SH 27 (Lat: 34.555000,  Lng: -93.631389),  Route carried "on" structure: City street 18280,  Year Built: 2012,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 162 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 212 (year 2007),  Features Intersected: Creek,  Facility Carried by Structure: Elm St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017
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Structure Number: M0643,  Location: .59 M E of US 270 (Lat: 34.565189,  Lng: -93.630261),  Route carried "on" structure: State highway 27,  Year Built: 1956,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,400 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,835 (year 2028),  Design Load: H 15,  Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016
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Structure Number: M263,  Location: 1.49 M NW Mt Ida (Lat: 34.569781,  Lng: -93.654619),  Route carried "on" structure: US 270,  Year Built: 1939,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,400 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,195 (year 2028),  Design Load: H 15,  Features Intersected: DIitch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.817,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016
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Structure Number: X0797,  Location: 2.5 MI W JCT US 270 (Lat: 34.560931,  Lng: -93.679469),  Route carried "on" structure: State highway 379,  Year Built: 1991,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 410 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 524 (year 2028),  Design Load: H 20,  Features Intersected: Little Cedar Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.055,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2015
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Structure Number: X0801,  Location: 0.72 M W Jct US 270 (Lat: 34.558650,  Lng: -93.651650),  Route carried "on" structure: State highway 379,  Year Built: 1991,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 410 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 524 (year 2028),  Design Load: H 20,  Features Intersected: Martin Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.901,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 1 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: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017
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Structure Number: X0856,  Location: 1.30 M NW Jct of SH 379 (Lat: 34.573950,  Lng: -93.657550),  Route carried "on" structure: US 270,  Year Built: 1994,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,400 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,195 (year 2028),  Design Load: H 20,  Features Intersected: Martin Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.238,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016
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Structure Number: X0863,  Location: 2.31 NW of Mt Ida (Lat: 34.580111,  Lng: -93.661931),  Route carried "on" structure: US 270,  Year Built: 1994,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,400 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,195 (year 2028),  Design Load: H 20,  Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.466,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016
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