Bridge Statistics for Redfield, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 180ft / 54.7mTotal length
- $603,000Total costs
- 94,632Total average daily traffic
- 7,495Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Redfield
- No street view available for this location
- New bridges - historical statistics
- 41920-1929
- 71970-1979
- 11980-1989
- 61990-1999
- Bridge Condition - Deck
- 13.3%Very good
- 60.0%Good
- 26.7%Satisfactory
- Bridge Condition - Superstructure
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 46.7%Good
- 26.7%Satisfactory
- 6.7%Poor
- Bridge Condition - Channel
- 50.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Good
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Structure Number: 5647, Location: 0.75 Mi W SH 365-Redfield (Lat: 34.439561, Lng: -92.197253), Route carried "on" structure: State highway 46, Year Built: 1976, Status: Open, Structure Length: 8.54m (28.02ft), Average Daily Traffic: 870 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 5,700 (year 2028), Design Load: HS 20, Features Intersected: I-530
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5647, Location: 0.75 Mi W SH 365-Redfield (Lat: 34.439561, Lng: -92.197253), Route carried "on" structure: State highway 46, Year Built: 1976, Status: Open, Structure Length: 8.54m (28.02ft), Average Daily Traffic: 870 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 5,700 (year 2028), Design Load: HS 20, Features Intersected: I-530
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5693, Location: 0.07 Mi E SH365-WhiteBluf (Lat: 34.415986, Lng: -92.174872), Route carried "on" structure: State highway 46, Year Built: 1978, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 557 (year 2028), Design Load: HS 20, Features Intersected: Union Pacific R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Superior 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5693, Location: 0.07 Mi E SH365-WhiteBluf (Lat: 34.415986, Lng: -92.174872), Route carried "on" structure: State highway 46, Year Built: 1978, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 557 (year 2028), Design Load: HS 20, Features Intersected: Union Pacific R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Superior 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5694, Location: 0.54 Mi E SH365-WhiteBluf (Lat: 34.419328, Lng: -92.167778), Route carried "on" structure: State highway 46, Year Built: 1978, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 557 (year 2028), Design Load: HS 20, Features Intersected: White Bluff R/R Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5694, Location: 0.54 Mi E SH365-WhiteBluf (Lat: 34.419328, Lng: -92.167778), Route carried "on" structure: State highway 46, Year Built: 1978, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 650 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 557 (year 2028), Design Load: HS 20, Features Intersected: White Bluff R/R Spur
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5806, Location: 3.7 Mi SW I-530-Redfield (Lat: 34.402381, Lng: -92.235300), Route carried "on" structure: State highway 46, Year Built: 1980, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 870 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,182 (year 2028), Design Load: H 20, Features Intersected: Red Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.749, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5806, Location: 3.7 Mi SW I-530-Redfield (Lat: 34.402381, Lng: -92.235300), Route carried "on" structure: State highway 46, Year Built: 1980, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 870 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,182 (year 2028), Design Load: H 20, Features Intersected: Red Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.749, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14298, Location: 0.76 Mi S US365-Jefferson (Lat: 34.403267, Lng: -92.174558), Route carried "on" structure: County highway 114, Year Built: 1927, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 239 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 28 (year 2007), Features Intersected: N Fork Simpson Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $109,000, Total Project Cost: $209,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 14298, Location: 0.76 Mi S US365-Jefferson (Lat: 34.403267, Lng: -92.174558), Route carried "on" structure: County highway 114, Year Built: 1927, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 239 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 28 (year 2007), Features Intersected: N Fork Simpson Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $109,000, Total Project Cost: $209,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 14299, Location: 0.99 Mi S SH365-Jefferson (Lat: 34.400278, Lng: -92.173333), Route carried "on" structure: County highway 114, Year Built: 1927, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 239 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 28 (year 2007), Features Intersected: S Fork Simpson Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $109,000, Total Project Cost: $228,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 14299, Location: 0.99 Mi S SH365-Jefferson (Lat: 34.400278, Lng: -92.173333), Route carried "on" structure: County highway 114, Year Built: 1927, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 239 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 28 (year 2007), Features Intersected: S Fork Simpson Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $109,000, Total Project Cost: $228,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 19224, Location: 1 block E SH 365-Redfield (Lat: 34.445731, Lng: -92.184881), Route carried "on" structure: City street 28910, Year Built: 1924, Status: Posted for load, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,151 (year 2007), Features Intersected: Union Pacific RR, Facility Carried by Structure: James Avenue-CS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Total Project Cost: $166,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19224, Location: 1 block E SH 365-Redfield (Lat: 34.445731, Lng: -92.184881), Route carried "on" structure: City street 28910, Year Built: 1924, Status: Posted for load, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 115 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,151 (year 2007), Features Intersected: Union Pacific RR, Facility Carried by Structure: James Avenue-CS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Total Project Cost: $166,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21523, Location: 0.5 Mi S JamesSt-Redfield (Lat: 34.442158, Lng: -92.179478), Route carried "on" structure: City street 48600, Year Built: 1994, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 335 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,151 (year 2007), Features Intersected: Tar Creek, Facility Carried by Structure: Rhoads/BrodieRd-CS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal 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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21523, Location: 0.5 Mi S JamesSt-Redfield (Lat: 34.442158, Lng: -92.179478), Route carried "on" structure: City street 48600, Year Built: 1994, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 335 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,151 (year 2007), Features Intersected: Tar Creek, Facility Carried by Structure: Rhoads/BrodieRd-CS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal 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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21892, Location: 1.09 Mi S CR 1-Redfield (Lat: 34.448014, Lng: -92.150061), Route carried "on" structure: County highway 102, Year Built: 1997, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 72 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 38 (year 2007), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, 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 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21892, Location: 1.09 Mi S CR 1-Redfield (Lat: 34.448014, Lng: -92.150061), Route carried "on" structure: County highway 102, Year Built: 1997, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 72 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 38 (year 2007), Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, 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 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22185, Location: 0.53 Mi S SH 46-Redfield (Lat: 34.410497, Lng: -92.204342), Route carried "on" structure: County highway 117, Year Built: 1999, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 429 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 127 (year 2020), Features Intersected: Creek, Facility Carried by Structure: Stagecoach Road-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22185, Location: 0.53 Mi S SH 46-Redfield (Lat: 34.410497, Lng: -92.204342), Route carried "on" structure: County highway 117, Year Built: 1999, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 429 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 127 (year 2020), Features Intersected: Creek, Facility Carried by Structure: Stagecoach Road-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22186, Location: 2.04 Mi S SH 46-Redfield (Lat: 34.392947, Lng: -92.186836), Route carried "on" structure: County highway 117, Year Built: 1999, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 429 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 403 (year 2020), Features Intersected: Simpson Creek, Facility Carried by Structure: Stagecoach Road-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.283, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22186, Location: 2.04 Mi S SH 46-Redfield (Lat: 34.392947, Lng: -92.186836), Route carried "on" structure: County highway 117, Year Built: 1999, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 429 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 403 (year 2020), Features Intersected: Simpson Creek, Facility Carried by Structure: Stagecoach Road-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.283, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23287, Location: 0.25 Mi S CR 102-Redfield (Lat: 34.444389, Lng: -92.169200), Route carried "on" structure: County highway 108, Year Built: 1998, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 338 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2030), Features Intersected: Camp Creek, Facility Carried by Structure: Handley Road-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 23287, Location: 0.25 Mi S CR 102-Redfield (Lat: 34.444389, Lng: -92.169200), Route carried "on" structure: County highway 108, Year Built: 1998, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 338 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2030), Features Intersected: Camp Creek, Facility Carried by Structure: Handley Road-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23288, Location: 1.81 Mi N CR 757-L&D # 5 (Lat: 34.431339, Lng: -92.120019), Route carried "on" structure: County highway 749, Year Built: 1994, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 163 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 70 (year 2029), Features Intersected: Creek, Facility Carried by Structure: Ray Dean Road-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.913, 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: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Critical Feature Inspection Date: Febuary 2022, Deck Structure Type: Steel plate
Structure Number: 23288, Location: 1.81 Mi N CR 757-L&D # 5 (Lat: 34.431339, Lng: -92.120019), Route carried "on" structure: County highway 749, Year Built: 1994, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 163 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 70 (year 2029), Features Intersected: Creek, Facility Carried by Structure: Ray Dean Road-CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.913, 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: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Critical Feature Inspection Date: Febuary 2022, Deck Structure Type: Steel plate
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Structure Number: A5612, Location: 1.0 Mi W SH 365-Jefferson (Lat: 34.387281, Lng: -92.182200), Route carried "on" structure: Interstate 530, Year Built: 1975, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 12,488 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 35,100 (year 2038), Design Load: HS 20, Features Intersected: CR 117 (Jefferson)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.238, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: A5612, Location: 1.0 Mi W SH 365-Jefferson (Lat: 34.387281, Lng: -92.182200), Route carried "on" structure: Interstate 530, Year Built: 1975, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 12,488 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 35,100 (year 2038), Design Load: HS 20, Features Intersected: CR 117 (Jefferson)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.238, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B5612, Location: 1.0 Mi W SH 365-Jefferson (Lat: 34.387189, Lng: -92.181881), Route carried "on" structure: Interstate 530, Year Built: 1975, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 12,488 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,667 (year 2028), Design Load: HS 20, Features Intersected: CR 117 (Jefferson)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.238, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B5612, Location: 1.0 Mi W SH 365-Jefferson (Lat: 34.387189, Lng: -92.181881), Route carried "on" structure: Interstate 530, Year Built: 1975, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 12,488 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,667 (year 2028), Design Load: HS 20, Features Intersected: CR 117 (Jefferson)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.238, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M1198, Location: 0.3 Mi S SH 46-Redfield (Lat: 34.440306, Lng: -92.181711), Route carried "on" structure: State highway 365, Year Built: 1929, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,684 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 849 (year 2028), Design Load: H 15, Features Intersected: Tar Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.745, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2020
Structure Number: M1198, Location: 0.3 Mi S SH 46-Redfield (Lat: 34.440306, Lng: -92.181711), Route carried "on" structure: State highway 365, Year Built: 1929, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,684 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 849 (year 2028), Design Load: H 15, Features Intersected: Tar Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.745, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2020
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Structure Number: X0326, Location: 0.5 Mi N Exit 24-Jeffersn (Lat: 34.394311, Lng: -92.183681), Route carried "on" structure: Interstate 530, Year Built: 1976, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 22,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 22,801 (year 2028), Features Intersected: Simpson Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.449, Lanes on structure: 4, 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: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2018
Structure Number: X0326, Location: 0.5 Mi N Exit 24-Jeffersn (Lat: 34.394311, Lng: -92.183681), Route carried "on" structure: Interstate 530, Year Built: 1976, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 22,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 22,801 (year 2028), Features Intersected: Simpson Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.449, Lanes on structure: 4, 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: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2018
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Structure Number: X0327, Location: 0.1 Mi S Exit 24-Jeffersn (Lat: 34.385750, Lng: -92.181511), Route carried "on" structure: Interstate 530, Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 24,977 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 35,100 (year 2038), Features Intersected: Creek (Jefferson Exit)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.399, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: X0327, Location: 0.1 Mi S Exit 24-Jeffersn (Lat: 34.385750, Lng: -92.181511), Route carried "on" structure: Interstate 530, Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 24,977 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 35,100 (year 2038), Features Intersected: Creek (Jefferson Exit)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.399, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 5647, Location: 0.75 Mi W SH 365-Redfield (Lat: 34.439561, Lng: -92.197253), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2013), Truck Traffic: 1%, Features Intersected: I-530, Facility Carried by Structure: SH 46-04 LM 1.15
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 32.267, Length of Maximum Span: 0.0m
Structure Number: 5647, Location: 0.75 Mi W SH 365-Redfield (Lat: 34.439561, Lng: -92.197253), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2013), Truck Traffic: 1%, Features Intersected: I-530, Facility Carried by Structure: SH 46-04 LM 1.15
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 32.267, Length of Maximum Span: 0.0m
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Structure Number: 5647, Location: 0.75 Mi W SH 365-Redfield (Lat: 34.439561, Lng: -92.197253), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2013), Truck Traffic: 1%, Features Intersected: I-530, Facility Carried by Structure: SH 46-04 LM 1.15
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 32.267, Length of Maximum Span: 0.0m
Structure Number: 5647, Location: 0.75 Mi W SH 365-Redfield (Lat: 34.439561, Lng: -92.197253), Route carried "under" structure: Interstate 530, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2013), Truck Traffic: 1%, Features Intersected: I-530, Facility Carried by Structure: SH 46-04 LM 1.15
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 32.267, Length of Maximum Span: 0.0m
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Structure Number: A5612, Location: 1.0 Mi W SH 365-Jefferson (Lat: 34.387281, Lng: -92.182200), Route carried "under" structure: County highway 117, Structure Length: 0. m, Average Daily Traffic: 298 (year 1983), Truck Traffic: 1%, Features Intersected: CR 117, Facility Carried by Structure: I-530 SB LM 23.76
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 4.233, Length of Maximum Span: 0.0m
Structure Number: A5612, Location: 1.0 Mi W SH 365-Jefferson (Lat: 34.387281, Lng: -92.182200), Route carried "under" structure: County highway 117, Structure Length: 0. m, Average Daily Traffic: 298 (year 1983), Truck Traffic: 1%, Features Intersected: CR 117, Facility Carried by Structure: I-530 SB LM 23.76
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 4.233, Length of Maximum Span: 0.0m
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Structure Number: B5612, Location: 1.0 Mi W SH 365-Jefferson (Lat: 34.387189, Lng: -92.181881), Route carried "under" structure: County highway 117, Structure Length: 0. m, Average Daily Traffic: 298 (year 1983), Truck Traffic: 1%, Features Intersected: CR 117, Facility Carried by Structure: I-530 NB LM 23.76
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 4.249, Length of Maximum Span: 0.0m
Structure Number: B5612, Location: 1.0 Mi W SH 365-Jefferson (Lat: 34.387189, Lng: -92.181881), Route carried "under" structure: County highway 117, Structure Length: 0. m, Average Daily Traffic: 298 (year 1983), Truck Traffic: 1%, Features Intersected: CR 117, Facility Carried by Structure: I-530 NB LM 23.76
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 4.249, Length of Maximum Span: 0.0m