Bridge Statistics for St. Charles, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 433ft / 132mTotal length
- 4,972Total average daily traffic
- 777Total average daily truck traffic
- 6,038Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for St. Charles
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11970-1979
- 41980-1989
- 42000-2009
- 12020-2022
- Bridge Condition - Deck
- 20.0%Very good
- 80.0%Good
- Bridge Condition - Superstructure
- 10.0%Very good
- 80.0%Good
- 10.0%Satisfactory
- Bridge Condition - Substructure
- 50.0%Very good
- 10.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 33.3%Good
- 16.7%Satisfactory
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 5825, Location: WHITE RIVER @ ST. CHARLES (Lat: 34.374183, Lng: -91.124864), Route carried "on" structure: State highway 1, Year Built: 1983, Status: Open, Structure Length: 72.12m (236.61ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,400 (year 2038), Design Load: HS 20, Features Intersected: White River-District 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.434, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 76.8m (252.0ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 20, Length of Maximum Span: 111.3m (365.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 5825, Location: WHITE RIVER @ ST. CHARLES (Lat: 34.374183, Lng: -91.124864), Route carried "on" structure: State highway 1, Year Built: 1983, Status: Open, Structure Length: 72.12m (236.61ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,400 (year 2038), Design Load: HS 20, Features Intersected: White River-District 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.434, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 76.8m (252.0ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 20, Length of Maximum Span: 111.3m (365.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 5854, Location: 1.63 Mi E Of White River (Lat: 34.385808, Lng: -91.099319), Route carried "on" structure: State highway 1, Year Built: 1981, Status: Open, Structure Length: 24.69m (81.00ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 1,200 (year 2038), Design Load: HS 20, Features Intersected: White River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 27, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 5854, Location: 1.63 Mi E Of White River (Lat: 34.385808, Lng: -91.099319), Route carried "on" structure: State highway 1, Year Built: 1981, Status: Open, Structure Length: 24.69m (81.00ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 1,200 (year 2038), Design Load: HS 20, Features Intersected: White River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 27, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 5855, Location: 3.1 Mi E Of White River (Lat: 34.404339, Lng: -91.089461), Route carried "on" structure: State highway 1, Year Built: 1981, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 1,200 (year 2038), Design Load: HS 20, Features Intersected: Waters Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, 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: Equal to present desirable criteria, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5855, Location: 3.1 Mi E Of White River (Lat: 34.404339, Lng: -91.089461), Route carried "on" structure: State highway 1, Year Built: 1981, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 1,200 (year 2038), Design Load: HS 20, Features Intersected: Waters Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, 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: Equal to present desirable criteria, 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5856, Location: 3.45 Mi E Of White River (Lat: 34.408319, Lng: -91.083481), Route carried "on" structure: State highway 1, Year Built: 1981, Status: Open, Structure Length: 11.62m (38.12ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 1,200 (year 2038), Design Load: HS 20, Features Intersected: Indian Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, 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: Equal to present desirable 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 5856, Location: 3.45 Mi E Of White River (Lat: 34.408319, Lng: -91.083481), Route carried "on" structure: State highway 1, Year Built: 1981, Status: Open, Structure Length: 11.62m (38.12ft), Average Daily Traffic: 940 (year 2019), Truck Traffic: 27%, Average Future Daily Traffic: 1,200 (year 2038), Design Load: HS 20, Features Intersected: Indian Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.552, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, 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: Equal to present desirable 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2021, Other Special Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 10064, Location: 0.48 Mi S SH 1-St Charles (Lat: 34.362647, Lng: -91.206817), Route carried "on" structure: County highway 77, Year Built: 1946, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 41 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 119 (year 2007), Features Intersected: Tarleton Creek, Facility Carried by Structure: PleasantGroveRd-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: Very 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 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: March 2020
Structure Number: 10064, Location: 0.48 Mi S SH 1-St Charles (Lat: 34.362647, Lng: -91.206817), Route carried "on" structure: County highway 77, Year Built: 1946, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 41 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 119 (year 2007), Features Intersected: Tarleton Creek, Facility Carried by Structure: PleasantGroveRd-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: Very 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 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: March 2020
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Structure Number: 22925, Location: 0.57 Mi E CR 77-StCharles (Lat: 34.354878, Lng: -91.197319), Route carried "on" structure: County highway 375, Year Built: 2005, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22 (year 2007), Features Intersected: Tarleton Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 19.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 22925, Location: 0.57 Mi E CR 77-StCharles (Lat: 34.354878, Lng: -91.197319), Route carried "on" structure: County highway 375, Year Built: 2005, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 22 (year 2007), Features Intersected: Tarleton Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 19.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 23445, Location: 0.41 Mi NE SH 1-StCharles (Lat: 34.371825, Lng: -91.151642), Route carried "on" structure: County highway 252, Year Built: 1946, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 173 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2033), Features Intersected: Bass Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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 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
Structure Number: 23445, Location: 0.41 Mi NE SH 1-StCharles (Lat: 34.371825, Lng: -91.151642), Route carried "on" structure: County highway 252, Year Built: 1946, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 173 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2033), Features Intersected: Bass Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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 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
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Structure Number: 24133, Location: 0.7 Mi S SH 1-St. Charles (Lat: 34.364039, Lng: -91.137672), Route carried "on" structure: County highway 381, Year Built: 2020, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 283 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 169 (year 2007), Features Intersected: Bass Creek, Facility Carried by Structure: Old Hwy 17-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.6m (24.9ft), 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Deck Structure Type: Steel plate
Structure Number: 24133, Location: 0.7 Mi S SH 1-St. Charles (Lat: 34.364039, Lng: -91.137672), Route carried "on" structure: County highway 381, Year Built: 2020, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 283 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 169 (year 2007), Features Intersected: Bass Creek, Facility Carried by Structure: Old Hwy 17-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.6m (24.9ft), 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Deck Structure Type: Steel plate
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Structure Number: M3629, Location: 5.14 Mi E SH 1-Ethel (Lat: 34.325717, Lng: -91.182344), Route carried "on" structure: State highway 153, Year Built: 1973, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 410 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 523 (year 2028), Features Intersected: Tarleton Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.272, 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 or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: M3629, Location: 5.14 Mi E SH 1-Ethel (Lat: 34.325717, Lng: -91.182344), Route carried "on" structure: State highway 153, Year Built: 1973, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 410 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 523 (year 2028), Features Intersected: Tarleton Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.272, 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 or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 43670-00119, Location: "SEC 29, T3S, R1W" (Lat: 34.406167, Lng: -91.128000), Route carried "on" structure: Federal lands road , Year Built: 2001, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 45 (year 2019), Average Future Daily Traffic: 50 (year 2039), Design Load: HS 20, Features Intersected: SANDY BAYOU, Facility Carried by Structure: HOOKED LAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
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: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 43670-00119, Location: "SEC 29, T3S, R1W" (Lat: 34.406167, Lng: -91.128000), Route carried "on" structure: Federal lands road , Year Built: 2001, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 45 (year 2019), Average Future Daily Traffic: 50 (year 2039), Design Load: HS 20, Features Intersected: SANDY BAYOU, Facility Carried by Structure: HOOKED LAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
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: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 43670-0012, Location: "SEC 21, T3S, R1W" (Lat: 34.423333, Lng: -91.122333), Route carried "on" structure: Federal lands road , Year Built: 2001, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 45 (year 2039), Design Load: HS 20, Features Intersected: HOG THIEF LAKE SLOUGH, Facility Carried by Structure: HOOKED LAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.828, Lanes on structure: 1, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very 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: 38.1 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 48 months, Inspection Date: October 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 43670-0012, Location: "SEC 21, T3S, R1W" (Lat: 34.423333, Lng: -91.122333), Route carried "on" structure: Federal lands road , Year Built: 2001, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 45 (year 2039), Design Load: HS 20, Features Intersected: HOG THIEF LAKE SLOUGH, Facility Carried by Structure: HOOKED LAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.828, Lanes on structure: 1, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very 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: 38.1 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 48 months, Inspection Date: October 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 43670-00121, Location: "SEC 17, T3S, R1W" (Lat: 34.427167, Lng: -91.127667), Route carried "on" structure: Federal lands road , Year Built: 2001, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 25 (year 2039), Design Load: HS 20, Features Intersected: BRUSHY LAKE SLOUGH, Facility Carried by Structure: HOOKED LAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.116, Lanes on structure: 1, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
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: 38.1 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 48 months, Inspection Date: October 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 43670-00121, Location: "SEC 17, T3S, R1W" (Lat: 34.427167, Lng: -91.127667), Route carried "on" structure: Federal lands road , Year Built: 2001, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 25 (year 2039), Design Load: HS 20, Features Intersected: BRUSHY LAKE SLOUGH, Facility Carried by Structure: HOOKED LAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.116, Lanes on structure: 1, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.6m (15.1ft)
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: 38.1 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 48 months, Inspection Date: October 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing