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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 194ft / 59mTotal length
  • $575,000Total costs
  • 24,758Total average daily traffic
  • 9,456Total average daily truck traffic
  • 30,036Total future (year 2007) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Victoria
  • No street view available for this location

New bridges in Victoria, AR - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 51960-1969
  • 11970-1979
  • 31990-1999
  • 32000-2009
  • 22010-2018
Average Bridge Daily Traffic in Victoria, AR
Average Bridge Truck Traffic in Victoria, AR
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 78.6%Good
  • 7.1%Satisfactory
  • 7.1%Fair
  • 7.1%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 71.4%Good
  • 7.1%Satisfactory
  • 14.3%Fair
  • 7.1%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 71.4%Good
  • 7.1%Satisfactory
  • 14.3%Fair
  • 7.1%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 46.7%Good
  • 53.3%Satisfactory
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Structure Number: 3305,  Location: .2 MI E JCT OF SH 181 (Lat: 35.756511,  Lng: -90.069381),  Route carried "on" structure: State highway 158,  Year Built: 1960,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 790 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 964 (year 2028),  Design Load: H 15,  Features Intersected: DITCH NO 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.014,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3306,  Location: 1.9 MI W JCT OF I - 55 (Lat: 35.756481,  Lng: -90.043289),  Route carried "on" structure: State highway 158,  Year Built: 1960,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 790 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 964 (year 2028),  Design Load: H 15,  Features Intersected: DITCH NO 40 A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.681,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: August 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3825,  Location: 3.76 MI N SH 140 (Lat: 35.753069,  Lng: -90.073581),  Route carried "on" structure: State highway 181,  Year Built: 1964,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 580 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 915 (year 2028),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH NUMBER 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.605,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 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: Bituminous
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Structure Number: 3826,  Location: 5.99 MI N JCT SH 140 (Lat: 35.785400,  Lng: -90.073711),  Route carried "on" structure: State highway 181,  Year Built: 1964,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 870 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,171 (year 2028),  Design Load: H 15,  Features Intersected: NATIONAL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.638,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.3 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,  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: Bituminous
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Structure Number: 6461,  Location: 2.7 MI W JCT SH 181 (Lat: 35.756450,  Lng: -90.120161),  Route carried "on" structure: State highway 158,  Year Built: 1993,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 598 (year 2028),  Design Load: HS 20,  Features Intersected: KOCHTITKI DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.186,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 1.0m (3.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21768,  Location: 2.5 MI N JCT SH 158 (Lat: 35.792569,  Lng: -90.034631),  Route carried "on" structure: County highway 69,  Year Built: 1996,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 49 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 60 (year 2007),  Features Intersected: DITCH 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.401,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: 22137,  Location: 2.83 M N JCT SH140 & RD27 (Lat: 35.738506,  Lng: -90.090614),  Route carried "on" structure: County highway 27,  Year Built: 1999,  Status: Posted for load,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 71 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 87 (year 2007),  Features Intersected: DITCH # 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.553,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Critical Feature Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22169,  Location: 2.57 N SH 158 & CR 67 (Lat: 35.792367,  Lng: -90.017533),  Route carried "on" structure: County highway 67,  Year Built: 2000,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 120 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 146 (year 2007),  Features Intersected: DITCH NO 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.135,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Critical Feature Inspection Date: October 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22533,  Location: 2 MI NE OF VICTORIA (Lat: 35.777669,  Lng: -90.017581),  Route carried "on" structure: County highway 67,  Year Built: 2002,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 49 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 60 (year 2007),  Features Intersected: DITCH NO. 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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 minimum 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: 22768,  Location: .5 MI N Jct. S H 158 (Lat: 35.763719,  Lng: -90.035411),  Route carried "on" structure: County highway 69,  Year Built: 2003,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 28 (year 1987),  Truck Traffic: 1%,  Average Future Daily Traffic: 34 (year 2007),  Features Intersected: Ditch No. 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.764,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 0.6m (2.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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,  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: 23379,  Location: 0.75 MI. SE OF VICTORIA (Lat: 35.745700,  Lng: -90.053436),  Route carried "on" structure: County highway 51,  Year Built: 2011,  Status: Posted for load,  Structure Length: 3.59m (11.78ft),  Average Daily Traffic: 46 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 55 (year 2033),  Features Intersected: DITCH NO. 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.422,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 0.6m (2.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23636,  Location: 1.5Mi N Jct.SH158 & CO 69 (Lat: 35.776858,  Lng: -90.035167),  Route carried "on" structure: County highway 69,  Year Built: 2013,  Status: Posted for load,  Structure Length: 2.42m (7.94ft),  Average Daily Traffic: 25 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 30 (year 2032),  Features Intersected: Ditch # 31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.252,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 0.6m (2.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: January 2018,  Critical Feature Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M1832,  Location: 0.5 MI S SH 158 (Lat: 35.749061,  Lng: -90.035481),  Route carried "on" structure: State highway 119,  Year Built: 1955,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 340 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 354 (year 2028),  Features Intersected: DITCH NO. 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.796,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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,  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,  Inspection Date: April 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M3054,  Location: .5 MI S JCT SH 158 & 55 (Lat: 35.749011,  Lng: -90.015419),  Route carried "on" structure: Interstate 55,  Year Built: 1962,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 20,000 (year 2014),  Truck Traffic: 46%,  Average Future Daily Traffic: 24,000 (year 2033),  Design Load: H 20,  Features Intersected: DITCH NO 41
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.167,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 13 degrees,  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: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016
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Structure Number: M4039,  Location: 2 MI W VICTORIA ARK. (Lat: 35.756519,  Lng: -90.098311),  Route carried "on" structure: State highway 158,  Year Built: 1978,  Status: Posted for load,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 13%,  Average Future Daily Traffic: 598 (year 2028),  Features Intersected: NATIONAL DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.653,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 81.10m (266.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Roadway Improvement Cost: $121,000,  Total Project Cost: $575,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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