Bridge Statistics for Fountain Hill, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 161ft / 49.0mTotal length
- 86,417Total average daily traffic
- 2,442Total average daily truck traffic
- 100,021Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fountain Hill
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 11940-1949
- 51960-1969
- 61970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 01960-1969
- 11970-1979
- Bridge Condition - Deck
- 46.7%Good
- 46.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 6.7%Very good
- 33.3%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 13.3%Very good
- 33.3%Good
- 46.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 66.7%Good
- 22.2%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 1536, Location: 6.5 Mi East Jct Of Sh 78 (Lat: 34.944850, Lng: -90.998439), Route carried "on" structure: US 70, Year Built: 1930, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,209 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,210 (year 2028), Design Load: H 15, Features Intersected: Hog Tusk Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.507, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.5m (34.4ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1536, Location: 6.5 Mi East Jct Of Sh 78 (Lat: 34.944850, Lng: -90.998439), Route carried "on" structure: US 70, Year Built: 1930, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,209 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,210 (year 2028), Design Load: H 15, Features Intersected: Hog Tusk Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.507, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.5m (34.4ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2196, Location: 1.2 M N OF BENTONVILLE CL (Lat: 36.417939, Lng: -94.222528), Route carried "on" structure: US 71, Year Built: 1941, Year Reconstructed: 1979, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 52,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 63,463 (year 2028), Design Load: HS 20, Features Intersected: MCKISIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.523, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2196, Location: 1.2 M N OF BENTONVILLE CL (Lat: 36.417939, Lng: -94.222528), Route carried "on" structure: US 71, Year Built: 1941, Year Reconstructed: 1979, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 52,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 63,463 (year 2028), Design Load: HS 20, Features Intersected: MCKISIC CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.523, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3552, Location: 6.67 Mi N US 82-Hamburg (Lat: 33.319453, Lng: -91.831625), Route carried "on" structure: US 425, Year Built: 1962, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,158 (year 2027), Design Load: H 20, Features Intersected: S Fork Fountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.734, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3552, Location: 6.67 Mi N US 82-Hamburg (Lat: 33.319453, Lng: -91.831625), Route carried "on" structure: US 425, Year Built: 1962, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,158 (year 2027), Design Load: H 20, Features Intersected: S Fork Fountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.734, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3553, Location: 1.6 Mi S SH133-FountnHill (Lat: 33.338453, Lng: -91.838417), Route carried "on" structure: US 425, Year Built: 1962, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,158 (year 2027), Design Load: H 20, Features Intersected: N Fork Fountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.923, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3553, Location: 1.6 Mi S SH133-FountnHill (Lat: 33.338453, Lng: -91.838417), Route carried "on" structure: US 425, Year Built: 1962, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,158 (year 2027), Design Load: H 20, Features Intersected: N Fork Fountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.923, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3554, Location: 0.7 Mi N SH 133-FountHill (Lat: 33.368469, Lng: -91.851175), Route carried "on" structure: US 425, Year Built: 1962, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,211 (year 2028), Design Load: H 20, Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.576, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3554, Location: 0.7 Mi N SH 133-FountHill (Lat: 33.368469, Lng: -91.851175), Route carried "on" structure: US 425, Year Built: 1962, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,211 (year 2028), Design Load: H 20, Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.576, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 393, Location: 3.1 Mi S SH 133-Lacey (Lat: 33.415981, Lng: -91.849789), Route carried "on" structure: US 425, Year Built: 1966, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 4,492 (year 2028), Design Load: HS 20, Features Intersected: South Fork Panther Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 393, Location: 3.1 Mi S SH 133-Lacey (Lat: 33.415981, Lng: -91.849789), Route carried "on" structure: US 425, Year Built: 1966, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 4,492 (year 2028), Design Load: HS 20, Features Intersected: South Fork Panther Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5497, Location: 14.58 Mi N US 82-Crossett (Lat: 33.331567, Lng: -91.907433), Route carried "on" structure: State highway 133, Year Built: 1975, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,925 (year 2028), Design Load: HS 20, Features Intersected: Fountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.464, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5497, Location: 14.58 Mi N US 82-Crossett (Lat: 33.331567, Lng: -91.907433), Route carried "on" structure: State highway 133, Year Built: 1975, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,925 (year 2028), Design Load: HS 20, Features Intersected: Fountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.464, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5498, Location: 14.67 Mi N US 82-Crossett (Lat: 33.332931, Lng: -91.907433), Route carried "on" structure: State highway 133, Year Built: 1975, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,925 (year 2028), Design Load: HS 20, Features Intersected: Fountain Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
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: 29.0 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5498, Location: 14.67 Mi N US 82-Crossett (Lat: 33.332931, Lng: -91.907433), Route carried "on" structure: State highway 133, Year Built: 1975, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,925 (year 2028), Design Load: HS 20, Features Intersected: Fountain Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
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: 29.0 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 551, Location: 2.98 MI E SH 23 (Lat: 36.032778, Lng: -93.661333), Route carried "on" structure: State highway 74, Year Built: 1974, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 540 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 940 (year 2027), Design Load: H 20, Features Intersected: Wharton Creek-Madison Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 551, Location: 2.98 MI E SH 23 (Lat: 36.032778, Lng: -93.661333), Route carried "on" structure: State highway 74, Year Built: 1974, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 540 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 940 (year 2027), Design Load: H 20, Features Intersected: Wharton Creek-Madison Co
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.794, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6494, Location: 4.26 Mi N SH 46-Leola (Lat: 34.227817, Lng: -92.618806), Route carried "on" structure: State highway 229, Year Built: 1997, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 966 (year 2028), Design Load: HS 20, Features Intersected: Bradley Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.854, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6494, Location: 4.26 Mi N SH 46-Leola (Lat: 34.227817, Lng: -92.618806), Route carried "on" structure: State highway 229, Year Built: 1997, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 966 (year 2028), Design Load: HS 20, Features Intersected: Bradley Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.854, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2075, Location: 1.4 Mi S SH133-FountnHill (Lat: 33.332828, Lng: -91.856614), Route carried "on" structure: County highway 73, Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 224 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 219 (year 2007), Features Intersected: Fountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.343, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2075, Location: 1.4 Mi S SH133-FountnHill (Lat: 33.332828, Lng: -91.856614), Route carried "on" structure: County highway 73, Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 224 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 219 (year 2007), Features Intersected: Fountain Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.343, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2261, Location: 2.0 MI S W GARFIELD (Lat: 36.422639, Lng: -93.985569), Route carried "on" structure: County highway 895, Year Built: 2002, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 254 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 37 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2261, Location: 2.0 MI S W GARFIELD (Lat: 36.422639, Lng: -93.985569), Route carried "on" structure: County highway 895, Year Built: 2002, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 254 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 37 (year 2007), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M1491, Location: 5.72 Mi N US 82-Hamburg (Lat: 33.306242, Lng: -91.826906), Route carried "on" structure: US 425, Year Built: 1928, Year Reconstructed: 1962, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 3,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,158 (year 2027), Design Load: H 15, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.205, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: M1491, Location: 5.72 Mi N US 82-Hamburg (Lat: 33.306242, Lng: -91.826906), Route carried "on" structure: US 425, Year Built: 1928, Year Reconstructed: 1962, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 3,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,158 (year 2027), Design Load: H 15, Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.205, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: M1492, Location: 0.08 Mi S DrewCo-FntnHill (Lat: 33.394742, Lng: -91.850239), Route carried "on" structure: US 425, Year Built: 1928, Year Reconstructed: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,211 (year 2028), Design Load: H 15, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.473, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: M1492, Location: 0.08 Mi S DrewCo-FntnHill (Lat: 33.394742, Lng: -91.850239), Route carried "on" structure: US 425, Year Built: 1928, Year Reconstructed: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,211 (year 2028), Design Load: H 15, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.473, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: M1493, Location: 0.43 Mi N AshleyCo-FntnHl (Lat: 33.401942, Lng: -91.850278), Route carried "on" structure: US 425, Year Built: 1966, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 4,492 (year 2028), Features Intersected: Panther Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: M1493, Location: 0.43 Mi N AshleyCo-FntnHl (Lat: 33.401942, Lng: -91.850278), Route carried "on" structure: US 425, Year Built: 1966, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 4,492 (year 2028), Features Intersected: Panther Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: M404, Location: 2.59 Mi E SH 8-Longview (Lat: 33.382700, Lng: -91.904100), Route carried "on" structure: State highway 160, Year Built: 1978, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 152 (year 2028), Features Intersected: Flat Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M404, Location: 2.59 Mi E SH 8-Longview (Lat: 33.382700, Lng: -91.904100), Route carried "on" structure: State highway 160, Year Built: 1978, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 152 (year 2028), Features Intersected: Flat Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M4041, Location: 2.82 Mi E SH 8-Longview (Lat: 33.381311, Lng: -91.901161), Route carried "on" structure: State highway 160, Year Built: 1978, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 152 (year 2028), Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.538, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M4041, Location: 2.82 Mi E SH 8-Longview (Lat: 33.381311, Lng: -91.901161), Route carried "on" structure: State highway 160, Year Built: 1978, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 152 (year 2028), Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.538, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: M4042, Location: 2.869 Mi E SH 8-Longview (Lat: 33.380700, Lng: -91.900711), Route carried "on" structure: State highway 160, Year Built: 1978, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 152 (year 2028), Features Intersected: Flat Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M4042, Location: 2.869 Mi E SH 8-Longview (Lat: 33.380700, Lng: -91.900711), Route carried "on" structure: State highway 160, Year Built: 1978, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 152 (year 2028), Features Intersected: Flat Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous