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 - historical statistics
- 11950-1959
- 51960-1969
- 11970-1979
- 31990-1999
- 32000-2009
- 22010-2018
- Bridge Condition - Deck
- 78.6%Good
- 7.1%Satisfactory
- 7.1%Fair
- 7.1%Serious
- Bridge Condition - Superstructure
- 71.4%Good
- 7.1%Satisfactory
- 14.3%Fair
- 7.1%Serious
- Bridge Condition - Substructure
- 71.4%Good
- 7.1%Satisfactory
- 14.3%Fair
- 7.1%Poor
- 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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
