Bridge Statistics for Hector, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 207ft / 63.5mTotal length
- $1,735,000Total costs
- 43,608Total average daily traffic
- 548Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hector
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 11940-1949
- 31950-1959
- 21960-1969
- 51980-1989
- 21990-1999
- 12000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 31970-1979
- Bridge Condition - Deck
- 46.7%Good
- 53.3%Satisfactory
- Bridge Condition - Superstructure
- 40.0%Good
- 33.3%Satisfactory
- 20.0%Fair
- 6.7%Poor
- Bridge Condition - Substructure
- 6.7%Very good
- 20.0%Good
- 60.0%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 21.1%Very good
- 52.6%Good
- 15.8%Satisfactory
- 5.3%Fair
- 5.3%Poor
- Bridge Condition - Culverts
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
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Structure Number: 812, Location: 3.60 MI SO JCT SH 27 (Lat: 35.403289, Lng: -92.957289), Route carried "on" structure: State highway 105, Year Built: 1928, Year Reconstructed: 1977, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,321 (year 2028), Design Load: H 15, Features Intersected: Hector Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.792, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $245,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 812, Location: 3.60 MI SO JCT SH 27 (Lat: 35.403289, Lng: -92.957289), Route carried "on" structure: State highway 105, Year Built: 1928, Year Reconstructed: 1977, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,321 (year 2028), Design Load: H 15, Features Intersected: Hector Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.792, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $245,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1204, Location: 3.66 MI E OF PERRY CO LIN (Lat: 34.884300, Lng: -92.698969), Route carried "on" structure: State highway 10, Year Built: 1930, Year Reconstructed: 1959, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,592 (year 2028), Features Intersected: DEER LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.889, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $156,000, Total Project Cost: $372,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1204, Location: 3.66 MI E OF PERRY CO LIN (Lat: 34.884300, Lng: -92.698969), Route carried "on" structure: State highway 10, Year Built: 1930, Year Reconstructed: 1959, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,592 (year 2028), Features Intersected: DEER LAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.889, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $156,000, Total Project Cost: $372,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1622, Location: .5 M W OF MURFREESBORO (Lat: 34.054908, Lng: -93.705408), Route carried "on" structure: State highway 27, Year Built: 1933, Year Reconstructed: 1983, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,013 (year 2028), Design Load: H 15, Features Intersected: LAKE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.707, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1622, Location: .5 M W OF MURFREESBORO (Lat: 34.054908, Lng: -93.705408), Route carried "on" structure: State highway 27, Year Built: 1933, Year Reconstructed: 1983, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,013 (year 2028), Design Load: H 15, Features Intersected: LAKE SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.707, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2094, Location: .62 MI S JCT US 67 (Lat: 33.422711, Lng: -94.030489), Route carried "on" structure: US 71, Year Built: 1939, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 11,974 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 17,582 (year 2028), Design Load: H 15, Features Intersected: NIX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.126, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Roadway Improvement Cost: $341,000, Total Project Cost: $890,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2094, Location: .62 MI S JCT US 67 (Lat: 33.422711, Lng: -94.030489), Route carried "on" structure: US 71, Year Built: 1939, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 11,974 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 17,582 (year 2028), Design Load: H 15, Features Intersected: NIX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.126, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Roadway Improvement Cost: $341,000, Total Project Cost: $890,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2699, Location: 6.55 M NE SH 7 (Lat: 35.447181, Lng: -93.039089), Route carried "on" structure: State highway 27, Year Built: 1951, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 1,308 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,533 (year 2028), Design Load: H 15, Features Intersected: Little Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.540, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.9 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2699, Location: 6.55 M NE SH 7 (Lat: 35.447181, Lng: -93.039089), Route carried "on" structure: State highway 27, Year Built: 1951, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 1,308 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,533 (year 2028), Design Load: H 15, Features Intersected: Little Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.540, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.9 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3153, Location: 2.2 M N jct hwy 27 & 105 (Lat: 35.485550, Lng: -92.968900), Route carried "on" structure: State highway 27, Year Built: 1958, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 490 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 932 (year 2028), Design Load: H 15, Features Intersected: Dare Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.579, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3153, Location: 2.2 M N jct hwy 27 & 105 (Lat: 35.485550, Lng: -92.968900), Route carried "on" structure: State highway 27, Year Built: 1958, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 490 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 932 (year 2028), Design Load: H 15, Features Intersected: Dare Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.579, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3548, Location: 2.50 MI N JCT SH 118 (Lat: 35.554300, Lng: -90.249189), Route carried "on" structure: State highway 77, Year Built: 1962, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 390 (year 2028), Design Load: H 15, Features Intersected: DRAINAGE DITCH NUMBER 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.960, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3548, Location: 2.50 MI N JCT SH 118 (Lat: 35.554300, Lng: -90.249189), Route carried "on" structure: State highway 77, Year Built: 1962, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 390 (year 2028), Design Load: H 15, Features Intersected: DRAINAGE DITCH NUMBER 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.960, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3858, Location: 5.6 M SW SH 66 (Lat: 35.825428, Lng: -92.178650), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,236 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,458 (year 2028), Design Load: H 15, Features Intersected: NORTH FORK TOMAHAWK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3858, Location: 5.6 M SW SH 66 (Lat: 35.825428, Lng: -92.178650), Route carried "on" structure: State highway 9, Year Built: 1966, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,236 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,458 (year 2028), Design Load: H 15, Features Intersected: NORTH FORK TOMAHAWK CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.466, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 445, Location: 2.6 Miles West Jct Cr 533 (Lat: 34.235911, Lng: -91.043569), Route carried "on" structure: County highway 518, Year Built: 1984, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 455 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 81 (year 2007), Design Load: H 20, Features Intersected: Cypress Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.948, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: 4.3m (14.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2021, Other Special Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 445, Location: 2.6 Miles West Jct Cr 533 (Lat: 34.235911, Lng: -91.043569), Route carried "on" structure: County highway 518, Year Built: 1984, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 455 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 81 (year 2007), Design Load: H 20, Features Intersected: Cypress Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.948, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: 4.3m (14.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2021, Other Special Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4459, Location: .01 MI E JCT SH 41 (Lat: 34.027561, Lng: -94.334531), Route carried "on" structure: City street 17360, Year Built: 1983, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 690 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 557 (year 2007), Design Load: H 15, Features Intersected: BEAR CREEK ( City), Facility Carried by Structure: RED BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4459, Location: .01 MI E JCT SH 41 (Lat: 34.027561, Lng: -94.334531), Route carried "on" structure: City street 17360, Year Built: 1983, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 690 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 557 (year 2007), Design Load: H 15, Features Intersected: BEAR CREEK ( City), Facility Carried by Structure: RED BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 44.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 625, Location: 3.37 MI N SH 105 (Lat: 35.501978, Lng: -92.971589), Route carried "on" structure: State highway 27, Year Built: 1987, Status: Open, Structure Length: 15.30m (50.20ft), Average Daily Traffic: 260 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 370 (year 2028), Design Load: HS 20, Features Intersected: Illinois Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, 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: 10, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 625, Location: 3.37 MI N SH 105 (Lat: 35.501978, Lng: -92.971589), Route carried "on" structure: State highway 27, Year Built: 1987, Status: Open, Structure Length: 15.30m (50.20ft), Average Daily Traffic: 260 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 370 (year 2028), Design Load: HS 20, Features Intersected: Illinois Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, 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: 10, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 1626, Location: 4.05 M from end of SH 164 (Lat: 35.505369, Lng: -93.003225), Route carried "on" structure: County highway 20, Year Built: 1940, Year Reconstructed: 1981, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 232 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 38 (year 2007), Features Intersected: Mill Creek, Facility Carried by Structure: Granny Gap Rd. 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.518, 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: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1626, Location: 4.05 M from end of SH 164 (Lat: 35.505369, Lng: -93.003225), Route carried "on" structure: County highway 20, Year Built: 1940, Year Reconstructed: 1981, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 232 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 38 (year 2007), Features Intersected: Mill Creek, Facility Carried by Structure: Granny Gap Rd. 1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.518, 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: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20467, Location: 0.2 mi W CR 190 (Lat: 35.436708, Lng: -93.005875), Route carried "on" structure: County highway 188, Year Built: 1985, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 155 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2007), Features Intersected: Clayton Creek, Facility Carried by Structure: Postal Rd. - D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.456, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.9 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20467, Location: 0.2 mi W CR 190 (Lat: 35.436708, Lng: -93.005875), Route carried "on" structure: County highway 188, Year Built: 1985, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 155 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2007), Features Intersected: Clayton Creek, Facility Carried by Structure: Postal Rd. - D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.456, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.9 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2096, Location: .1 SW SH 31 (Lat: 35.190258, Lng: -91.969478), Route carried "on" structure: County highway 12, Year Built: 1991, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 560 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 24 (year 2007), Features Intersected: MILL BRANCH, Facility Carried by Structure: El Paso Rd WHITE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 2096, Location: .1 SW SH 31 (Lat: 35.190258, Lng: -91.969478), Route carried "on" structure: County highway 12, Year Built: 1991, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 560 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 24 (year 2007), Features Intersected: MILL BRANCH, Facility Carried by Structure: El Paso Rd WHITE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 2097, Location: .6 MI E CR 404 (Lat: 34.288289, Lng: -93.142089), Route carried "on" structure: County highway 18, Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 278 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 193 (year 2007), Features Intersected: DEROCHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, 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: 11.3m (37.1ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $228,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2097, Location: .6 MI E CR 404 (Lat: 34.288289, Lng: -93.142089), Route carried "on" structure: County highway 18, Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 278 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 193 (year 2007), Features Intersected: DEROCHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, 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: 11.3m (37.1ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $228,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22518, Location: 2 MI.NE JCT CO RDS 19&20 (Lat: 35.500058, Lng: -93.018914), Route carried "on" structure: County highway 20, Year Built: 1987, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 232 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 38 (year 2007), Design Load: HS 20, Features Intersected: N FK Illinois Bayou, Facility Carried by Structure: Granny Gap Rd - D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.5 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22518, Location: 2 MI.NE JCT CO RDS 19&20 (Lat: 35.500058, Lng: -93.018914), Route carried "on" structure: County highway 20, Year Built: 1987, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 232 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 38 (year 2007), Design Load: HS 20, Features Intersected: N FK Illinois Bayou, Facility Carried by Structure: Granny Gap Rd - D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.5 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: M0662, Location: 6.45 M NE OF SH 7 (Lat: 35.447547, Lng: -93.041058), Route carried "on" structure: State highway 27, Year Built: 1951, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,308 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,533 (year 2028), Design Load: H 15, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.379, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: M0662, Location: 6.45 M NE OF SH 7 (Lat: 35.447547, Lng: -93.041058), Route carried "on" structure: State highway 27, Year Built: 1951, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,308 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,533 (year 2028), Design Load: H 15, Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.379, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: X1227, Location: 5 MI N 105 & 27 (Lat: 35.520519, Lng: -92.964950), Route carried "on" structure: State highway 27, Year Built: 2004, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 260 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 370 (year 2028), Design Load: H 20, Features Intersected: Mathis Hollow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: X1227, Location: 5 MI N 105 & 27 (Lat: 35.520519, Lng: -92.964950), Route carried "on" structure: State highway 27, Year Built: 2004, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 260 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 370 (year 2028), Design Load: H 20, Features Intersected: Mathis Hollow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: X1609, Location: 2.61 M S Jct SH 27 (Lat: 35.416889, Lng: -92.960878), Route carried "on" structure: State highway 105, Year Built: 2021, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,800 (year 2019), Average Future Daily Traffic: 2,160 (year 2040), Design Load: HL 93, Features Intersected: Hector Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 4.200, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: May 2021
Structure Number: X1609, Location: 2.61 M S Jct SH 27 (Lat: 35.416889, Lng: -92.960878), Route carried "on" structure: State highway 105, Year Built: 2021, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,800 (year 2019), Average Future Daily Traffic: 2,160 (year 2040), Design Load: HL 93, Features Intersected: Hector Creek
Minimum Vertical Clearance: 30.44m (99.87ft), Kilometerpoint: 4.200, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: May 2021
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Structure Number: 2095, Location: 0.75 MI S JCT US 82 (Lat: 33.420958, Lng: -94.030053), Route carried "under" structure: US 71, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: US 71-SEC 2, NB & SB LNS, Facility Carried by Structure: SO PACIFIC RR
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 22.965, Length of Maximum Span: 0.0m
Structure Number: 2095, Location: 0.75 MI S JCT US 82 (Lat: 33.420958, Lng: -94.030053), Route carried "under" structure: US 71, Structure Length: 0. m, Average Daily Traffic: 14,000 (year 2014), Truck Traffic: 1%, Features Intersected: US 71-SEC 2, NB & SB LNS, Facility Carried by Structure: SO PACIFIC RR
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 22.965, Length of Maximum Span: 0.0m