Bridge Statistics for Lonoke, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 43Number of bridges
- 525ft / 160mTotal length
- $3,793,000Total costs
- 315,833Total average daily traffic
- 76,589Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lonoke
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 11940-1949
- 51960-1969
- 21970-1979
- 181980-1989
- 11990-1999
- 42000-2009
- 12010-2019
- Bridge Condition - Deck
- 3.3%Excellent
- 16.7%Very good
- 56.7%Good
- 16.7%Satisfactory
- 3.3%Fair
- 3.3%Poor
- Bridge Condition - Superstructure
- 3.3%Excellent
- 16.7%Very good
- 56.7%Good
- 16.7%Satisfactory
- 3.3%Fair
- 3.3%Poor
- Bridge Condition - Substructure
- 3.3%Excellent
- 13.3%Very good
- 46.7%Good
- 23.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Channel
- 12.9%Very good
- 45.2%Good
- 32.3%Satisfactory
- 9.7%Fair
- Bridge Condition - Culverts
- 40.0%Very good
- 60.0%Good
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Structure Number: 454, Location: SO City Limits OF MALVERN (Lat: 34.353328, Lng: -92.819569), Route carried "on" structure: US 67, Year Built: 1928, Year Reconstructed: 1957, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 4,925 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,399 (year 2028), Design Load: H 20, Features Intersected: CHATMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.729, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $359,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 454, Location: SO City Limits OF MALVERN (Lat: 34.353328, Lng: -92.819569), Route carried "on" structure: US 67, Year Built: 1928, Year Reconstructed: 1957, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 4,925 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,399 (year 2028), Design Load: H 20, Features Intersected: CHATMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.729, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Roadway Improvement Cost: $125,000, Total Project Cost: $359,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 455, Location: 2.65 MI SO OF JCT SH 9 (Lat: 34.332894, Lng: -92.834150), Route carried "on" structure: US 67, Year Built: 1928, Year Reconstructed: 1956, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 3,570 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,399 (year 2028), Design Load: H 20, Features Intersected: Black Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.784, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 455, Location: 2.65 MI SO OF JCT SH 9 (Lat: 34.332894, Lng: -92.834150), Route carried "on" structure: US 67, Year Built: 1928, Year Reconstructed: 1956, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 3,570 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,399 (year 2028), Design Load: H 20, Features Intersected: Black Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.784, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 154, Location: .75 MI W OF JCT SH 31 (Lat: 34.762511, Lng: -91.929950), Route carried "on" structure: US 70, Year Built: 1931, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,453 (year 2028), Design Load: H 15, Features Intersected: BAYOU METO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.501, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.45m (34.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $729,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 154, Location: .75 MI W OF JCT SH 31 (Lat: 34.762511, Lng: -91.929950), Route carried "on" structure: US 70, Year Built: 1931, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 2,300 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,453 (year 2028), Design Load: H 15, Features Intersected: BAYOU METO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.501, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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 corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.45m (34.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Roadway Improvement Cost: $125,000, Total Project Cost: $729,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3225, Location: 2.5 Mi. E. of SH 15 (Lat: 34.803250, Lng: -91.950019), Route carried "on" structure: County highway 731, Year Built: 1963, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 12 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 28 (year 2007), Design Load: H 15, Features Intersected: I-40 LOG 171.16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.824, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Total Project Cost: $249,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3225, Location: 2.5 Mi. E. of SH 15 (Lat: 34.803250, Lng: -91.950019), Route carried "on" structure: County highway 731, Year Built: 1963, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 12 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 28 (year 2007), Design Load: H 15, Features Intersected: I-40 LOG 171.16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.824, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Total Project Cost: $249,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3228, Location: 1.64 MI N US 70 (Lat: 34.803789, Lng: -91.888769), Route carried "on" structure: State highway 31, Year Built: 1964, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 6,485 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 6,215 (year 2028), Design Load: H 20, Features Intersected: I-40 LOG 174.58
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $265,000, Total Project Cost: $1,198,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3228, Location: 1.64 MI N US 70 (Lat: 34.803789, Lng: -91.888769), Route carried "on" structure: State highway 31, Year Built: 1964, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 6,485 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 6,215 (year 2028), Design Load: H 20, Features Intersected: I-40 LOG 174.58
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $265,000, Total Project Cost: $1,198,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3652, Location: 2.71 MI E JCT I-40 & SH31 (Lat: 34.799881, Lng: -91.841972), Route carried "on" structure: County highway 313, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 153 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 101 (year 2007), Design Load: H 15, Features Intersected: I-40 LOG 177.29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $131,000, Total Project Cost: $223,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3652, Location: 2.71 MI E JCT I-40 & SH31 (Lat: 34.799881, Lng: -91.841972), Route carried "on" structure: County highway 313, Year Built: 1963, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 153 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 101 (year 2007), Design Load: H 15, Features Intersected: I-40 LOG 177.29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Roadway Improvement Cost: $131,000, Total Project Cost: $223,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4403, Location: 1.8 MI E US 49 (Lat: 35.637458, Lng: -90.856539), Route carried "on" structure: County highway 629, Year Built: 1983, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 678 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 145 (year 2007), Design Load: H 15, Features Intersected: SWAN POND DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.971, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4403, Location: 1.8 MI E US 49 (Lat: 35.637458, Lng: -90.856539), Route carried "on" structure: County highway 629, Year Built: 1983, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 678 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 145 (year 2007), Design Load: H 15, Features Intersected: SWAN POND DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.971, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4404, Location: 4.65 W CO RD 691 (Lat: 35.638247, Lng: -90.803950), Route carried "on" structure: County highway 684, Year Built: 1983, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 678 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 102 (year 2007), Design Load: H 15, Features Intersected: HAYFIELD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.111, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4404, Location: 4.65 W CO RD 691 (Lat: 35.638247, Lng: -90.803950), Route carried "on" structure: County highway 684, Year Built: 1983, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 678 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 102 (year 2007), Design Load: H 15, Features Intersected: HAYFIELD DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.111, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4407, Location: .5 SO OF JCT CR 79 (Lat: 35.323236, Lng: -91.748681), Route carried "on" structure: County highway 752, Year Built: 1981, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 10 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 14 (year 2007), Design Load: H 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.675, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4407, Location: .5 SO OF JCT CR 79 (Lat: 35.323236, Lng: -91.748681), Route carried "on" structure: County highway 752, Year Built: 1981, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 10 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 14 (year 2007), Design Load: H 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.675, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4408, Location: .7 North Of Jct Cr 111 (Lat: 35.019867, Lng: -90.915144), Route carried "on" structure: County highway 255, Year Built: 1981, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 241 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 126 (year 2007), Design Load: H 15, Features Intersected: Cypress Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.128, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4408, Location: .7 North Of Jct Cr 111 (Lat: 35.019867, Lng: -90.915144), Route carried "on" structure: County highway 255, Year Built: 1981, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 241 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 126 (year 2007), Design Load: H 15, Features Intersected: Cypress Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.128, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4447, Location: 1.6 Mi N CR 686-Reydell (Lat: 34.197975, Lng: -91.582667), Route carried "on" structure: County highway 83, Year Built: 1983, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 2 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 143 (year 2007), Design Load: H 15, Features Intersected: Little Bayou Meto
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.598, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $109,000, Total Project Cost: $310,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4447, Location: 1.6 Mi N CR 686-Reydell (Lat: 34.197975, Lng: -91.582667), Route carried "on" structure: County highway 83, Year Built: 1983, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 2 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 143 (year 2007), Design Load: H 15, Features Intersected: Little Bayou Meto
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.598, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $109,000, Total Project Cost: $310,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4535, Location: 0.60 Mi E Ryburn Road-PB (Lat: 34.183128, Lng: -92.052800), Route carried "on" structure: City street 22800, Year Built: 1985, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 690 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,179 (year 2007), Design Load: HS 20, Features Intersected: Nevins Creek, Facility Carried by Structure: Good Faith Road-CS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4535, Location: 0.60 Mi E Ryburn Road-PB (Lat: 34.183128, Lng: -92.052800), Route carried "on" structure: City street 22800, Year Built: 1985, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 690 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,179 (year 2007), Design Load: HS 20, Features Intersected: Nevins Creek, Facility Carried by Structure: Good Faith Road-CS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4536, Location: 1.60 MI E JCT US 167 (Lat: 33.021319, Lng: -92.699928), Route carried "on" structure: County highway 31, Year Built: 1985, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 568 (year 2007), Design Load: HS 20, Features Intersected: CORNIE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.573, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 4536, Location: 1.60 MI E JCT US 167 (Lat: 33.021319, Lng: -92.699928), Route carried "on" structure: County highway 31, Year Built: 1985, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 568 (year 2007), Design Load: HS 20, Features Intersected: CORNIE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.573, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 4537, Location: 1.74 MI S SH 140 (Lat: 35.673997, Lng: -90.142778), Route carried "on" structure: County highway 29, Year Built: 1986, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 90 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 138 (year 2007), Design Load: HS 20, Features Intersected: DITCH NO 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.800, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4537, Location: 1.74 MI S SH 140 (Lat: 35.673997, Lng: -90.142778), Route carried "on" structure: County highway 29, Year Built: 1986, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 90 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 138 (year 2007), Design Load: HS 20, Features Intersected: DITCH NO 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.800, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4538, Location: .56 MI S of Hwy 91 (Lat: 35.843867, Lng: -90.748433), Route carried "on" structure: City street 31650, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 184 (year 2007), Design Load: HS 20, Features Intersected: LOST CREEK DITCH, Facility Carried by Structure: LACY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4538, Location: .56 MI S of Hwy 91 (Lat: 35.843867, Lng: -90.748433), Route carried "on" structure: City street 31650, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 184 (year 2007), Design Load: HS 20, Features Intersected: LOST CREEK DITCH, Facility Carried by Structure: LACY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4539, Location: 0.01 Mi E Jct SH 255-3 (Lat: 35.359653, Lng: -94.426261), Route carried "on" structure: City street 63920, Year Built: 1986, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,811 (year 2007), Design Load: HS 20, Features Intersected: Mill Creek City Ft Smith, Facility Carried by Structure: South "Y" Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Roadway Improvement Cost: $243,000, Total Project Cost: $516,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4539, Location: 0.01 Mi E Jct SH 255-3 (Lat: 35.359653, Lng: -94.426261), Route carried "on" structure: City street 63920, Year Built: 1986, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,811 (year 2007), Design Load: HS 20, Features Intersected: Mill Creek City Ft Smith, Facility Carried by Structure: South "Y" Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.08m (10.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Roadway Improvement Cost: $243,000, Total Project Cost: $516,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4541, Location: .8 MI NORTH JCT CR 5 (Lat: 33.493586, Lng: -92.218758), Route carried "on" structure: County highway 6, Year Built: 1985, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 7 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 103 (year 2007), Design Load: HS 20, Features Intersected: SPRINGHILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4541, Location: .8 MI NORTH JCT CR 5 (Lat: 33.493586, Lng: -92.218758), Route carried "on" structure: County highway 6, Year Built: 1985, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 7 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 103 (year 2007), Design Load: HS 20, Features Intersected: SPRINGHILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4542, Location: .06 MI SO SH 354 (Lat: 36.233314, Lng: -91.816497), Route carried "on" structure: County highway 55, Year Built: 1985, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 689 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 152 (year 2007), Design Load: HS 20, Features Intersected: STRAWBERRY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.445, Lanes on structure: 2, Owner: County 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: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4542, Location: .06 MI SO SH 354 (Lat: 36.233314, Lng: -91.816497), Route carried "on" structure: County highway 55, Year Built: 1985, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 689 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 152 (year 2007), Design Load: HS 20, Features Intersected: STRAWBERRY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.445, Lanes on structure: 2, Owner: County 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: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4543, Location: .8 MI E JCT 79&61 (Lat: 33.283458, Lng: -93.200697), Route carried "on" structure: County highway 61, Year Built: 1986, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,481 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,457 (year 2007), Design Load: HS 20, Features Intersected: NATIONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4543, Location: .8 MI E JCT 79&61 (Lat: 33.283458, Lng: -93.200697), Route carried "on" structure: County highway 61, Year Built: 1986, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,481 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,457 (year 2007), Design Load: HS 20, Features Intersected: NATIONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4544, Location: 0.98 MI N OLD WIRE RD (Lat: 36.114608, Lng: -94.131086), Route carried "on" structure: City street 42570, Year Built: 1987, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,475 (year 2007), Design Load: HS 20, Features Intersected: Mudd Creek - Wash. Co., Facility Carried by Structure: Old Missouri Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4544, Location: 0.98 MI N OLD WIRE RD (Lat: 36.114608, Lng: -94.131086), Route carried "on" structure: City street 42570, Year Built: 1987, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 5,700 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,475 (year 2007), Design Load: HS 20, Features Intersected: Mudd Creek - Wash. Co., Facility Carried by Structure: Old Missouri Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4545, Location: 4.9 MI W OF JCT SH 7 (Lat: 34.600200, Lng: -93.119444), Route carried "on" structure: County highway 147, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 319 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 201 (year 2007), Design Load: HS 20, Features Intersected: GLAZYPEAU CREEK, Facility Carried by Structure: West GLAZYPEAU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.852, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4545, Location: 4.9 MI W OF JCT SH 7 (Lat: 34.600200, Lng: -93.119444), Route carried "on" structure: County highway 147, Year Built: 1985, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 319 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 201 (year 2007), Design Load: HS 20, Features Intersected: GLAZYPEAU CREEK, Facility Carried by Structure: West GLAZYPEAU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.852, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4547, Location: .5 MI N KELLOGG RD (Lat: 34.880108, Lng: -92.237778), Route carried "on" structure: County highway 67, Year Built: 1986, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,900 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,048 (year 2007), Design Load: HS 20, Features Intersected: KELLOGG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.783, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4547, Location: .5 MI N KELLOGG RD (Lat: 34.880108, Lng: -92.237778), Route carried "on" structure: County highway 67, Year Built: 1986, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,900 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 2,048 (year 2007), Design Load: HS 20, Features Intersected: KELLOGG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.783, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4548, Location: 1.6 NE OF SEARCY & 67C (Lat: 35.270350, Lng: -91.706669), Route carried "on" structure: State highway 13, Year Built: 1986, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 12 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 7,600 (year 2033), Design Load: HS 20, Features Intersected: Little Red River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.959, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4548, Location: 1.6 NE OF SEARCY & 67C (Lat: 35.270350, Lng: -91.706669), Route carried "on" structure: State highway 13, Year Built: 1986, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 12 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 7,600 (year 2033), Design Load: HS 20, Features Intersected: Little Red River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.959, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5507, Location: 0.5 MI SO OF I-40 (Lat: 34.797769, Lng: -91.891319), Route carried "on" structure: State highway 31, Year Built: 1974, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 9,100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 12,153 (year 2028), Design Load: HS 20, Features Intersected: BAYOU TWO PRAIRIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5507, Location: 0.5 MI SO OF I-40 (Lat: 34.797769, Lng: -91.891319), Route carried "on" structure: State highway 31, Year Built: 1974, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 9,100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 12,153 (year 2028), Design Load: HS 20, Features Intersected: BAYOU TWO PRAIRIE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5508, Location: 0.3 MI SO OF I-40 (Lat: 34.799481, Lng: -91.890031), Route carried "on" structure: State highway 31, Year Built: 1974, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 9,100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 12,153 (year 2028), Design Load: HS 20, Features Intersected: BAYOU TWO PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5508, Location: 0.3 MI SO OF I-40 (Lat: 34.799481, Lng: -91.890031), Route carried "on" structure: State highway 31, Year Built: 1974, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 9,100 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 12,153 (year 2028), Design Load: HS 20, Features Intersected: BAYOU TWO PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6921, Location: 1.9 Mi S of US 70 (Lat: 34.736081, Lng: -91.915961), Route carried "on" structure: State highway 31, Year Built: 2003, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,215 (year 2028), Design Load: HS 20, Features Intersected: Bayou Meto
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.495, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6921, Location: 1.9 Mi S of US 70 (Lat: 34.736081, Lng: -91.915961), Route carried "on" structure: State highway 31, Year Built: 2003, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,215 (year 2028), Design Load: HS 20, Features Intersected: Bayou Meto
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.495, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7205, Location: 1.5 MI W SH 31 (Lat: 34.803269, Lng: -91.914939), Route carried "on" structure: State highway 89, Year Built: 2014, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 7,810 (year 2031), Design Load: HL 93, Features Intersected: I-40 Log 173.15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 53.5 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7205, Location: 1.5 MI W SH 31 (Lat: 34.803269, Lng: -91.914939), Route carried "on" structure: State highway 89, Year Built: 2014, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 7,810 (year 2031), Design Load: HL 93, Features Intersected: I-40 Log 173.15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 53.5 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 14909, Location: .7MI N 58 (Lat: 34.771811, Lng: -91.842700), Route carried "on" structure: County highway 59, Year Built: 1946, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 128 (year 2007), Features Intersected: WHITE OAK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.391, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, 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: 14909, Location: .7MI N 58 (Lat: 34.771811, Lng: -91.842700), Route carried "on" structure: County highway 59, Year Built: 1946, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 128 (year 2007), Features Intersected: WHITE OAK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.391, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, 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: A6873, Location: 0.6 Mi W of SH 31 (Lat: 34.803931, Lng: -91.899611), Route carried "on" structure: Interstate 40, Year Built: 2003, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 19,000 (year 2018), Truck Traffic: 43%, Average Future Daily Traffic: 24,859 (year 2028), Design Load: HS 20, Features Intersected: Bayou Two Prairie
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 280.042, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: A6873, Location: 0.6 Mi W of SH 31 (Lat: 34.803931, Lng: -91.899611), Route carried "on" structure: Interstate 40, Year Built: 2003, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 19,000 (year 2018), Truck Traffic: 43%, Average Future Daily Traffic: 24,859 (year 2028), Design Load: HS 20, Features Intersected: Bayou Two Prairie
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 280.042, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B6873, Location: 0.6 Mi w of SH 31 (Lat: 34.803711, Lng: -91.899400), Route carried "on" structure: Interstate 40, Year Built: 2004, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 19,000 (year 2018), Truck Traffic: 47%, Average Future Daily Traffic: 49,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: Bayou Two Prairie
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 280.042, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B6873, Location: 0.6 Mi w of SH 31 (Lat: 34.803711, Lng: -91.899400), Route carried "on" structure: Interstate 40, Year Built: 2004, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 19,000 (year 2018), Truck Traffic: 47%, Average Future Daily Traffic: 49,000 (year 2038), Design Load: HS 20+Mod, Features Intersected: Bayou Two Prairie
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 280.042, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: M304, Location: 1.3 MI E JCT SH 31 & I-40 (Lat: 34.804339, Lng: -91.867589), Route carried "on" structure: Interstate 40, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 37,000 (year 2018), Truck Traffic: 57%, Average Future Daily Traffic: 45,574 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.846, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: M304, Location: 1.3 MI E JCT SH 31 & I-40 (Lat: 34.804339, Lng: -91.867589), Route carried "on" structure: Interstate 40, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 37,000 (year 2018), Truck Traffic: 57%, Average Future Daily Traffic: 45,574 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.846, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: M3041, Location: 3.0 MI E OF JCT SH 31 (Lat: 34.799319, Lng: -91.832261), Route carried "on" structure: Interstate 40, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 37,000 (year 2018), Truck Traffic: 57%, Average Future Daily Traffic: 47,700 (year 2038), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.161, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: M3041, Location: 3.0 MI E OF JCT SH 31 (Lat: 34.799319, Lng: -91.832261), Route carried "on" structure: Interstate 40, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 37,000 (year 2018), Truck Traffic: 57%, Average Future Daily Traffic: 47,700 (year 2038), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.161, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: X066, Location: 2.5 MI N US 70 (Lat: 34.812900, Lng: -91.879689), Route carried "on" structure: State highway 31, Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,215 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Fair, Culverts: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: X066, Location: 2.5 MI N US 70 (Lat: 34.812900, Lng: -91.879689), Route carried "on" structure: State highway 31, Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,600 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,215 (year 2028), Design Load: H 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Channel: Fair, Culverts: 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: X0942, Location: 0.5 MI W OF SH 31 (Lat: 34.786172, Lng: -91.912636), Route carried "on" structure: City street 64474, Year Built: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,795 (year 2028), Design Load: H 20, Features Intersected: DITCH, Facility Carried by Structure: W. 3rd St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.5 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, 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
Structure Number: X0942, Location: 0.5 MI W OF SH 31 (Lat: 34.786172, Lng: -91.912636), Route carried "on" structure: City street 64474, Year Built: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,795 (year 2028), Design Load: H 20, Features Intersected: DITCH, Facility Carried by Structure: W. 3rd St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.5 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, 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
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Structure Number: X1109, Location: 2.7 Mi S of US 70 (Lat: 34.725761, Lng: -91.916581), Route carried "on" structure: State highway 31, Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,215 (year 2028), Design Load: H 20, Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 34.5 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: 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
Structure Number: X1109, Location: 2.7 Mi S of US 70 (Lat: 34.725761, Lng: -91.916581), Route carried "on" structure: State highway 31, Year Built: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,215 (year 2028), Design Load: H 20, Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 34.5 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: 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
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Structure Number: 3225, Location: 2.5 Mi. E. of SH 15 (Lat: 34.803250, Lng: -91.950019), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 171.16, Facility Carried by Structure: CR 731DesLauriers
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 275.455, Length of Maximum Span: 0.0m
Structure Number: 3225, Location: 2.5 Mi. E. of SH 15 (Lat: 34.803250, Lng: -91.950019), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 171.16, Facility Carried by Structure: CR 731DesLauriers
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 275.455, Length of Maximum Span: 0.0m
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Structure Number: 3225, Location: 2.5 Mi. E. of SH 15 (Lat: 34.803250, Lng: -91.950019), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 171.16, Facility Carried by Structure: CR 731DesLauriers
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 275.455, Length of Maximum Span: 0.0m
Structure Number: 3225, Location: 2.5 Mi. E. of SH 15 (Lat: 34.803250, Lng: -91.950019), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 171.16, Facility Carried by Structure: CR 731DesLauriers
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 275.455, Length of Maximum Span: 0.0m
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Structure Number: 3228, Location: 1.64 MI N US 70 (Lat: 34.803789, Lng: -91.888769), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 174.58, Facility Carried by Structure: SH 31 Overpass
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 280.959, Length of Maximum Span: 0.0m
Structure Number: 3228, Location: 1.64 MI N US 70 (Lat: 34.803789, Lng: -91.888769), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 174.58, Facility Carried by Structure: SH 31 Overpass
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 280.959, Length of Maximum Span: 0.0m
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Structure Number: 3228, Location: 1.64 MI N US 70 (Lat: 34.803789, Lng: -91.888769), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 174.58, Facility Carried by Structure: SH 31 Overpass
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 280.959, Length of Maximum Span: 0.0m
Structure Number: 3228, Location: 1.64 MI N US 70 (Lat: 34.803789, Lng: -91.888769), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 174.58, Facility Carried by Structure: SH 31 Overpass
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 280.959, Length of Maximum Span: 0.0m
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Structure Number: 3652, Location: 2.71 MI E JCT I-40 & SH31 (Lat: 34.799881, Lng: -91.841972), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 177.29, Facility Carried by Structure: CR 313 Lilly Rd
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 285.321, Length of Maximum Span: 0.0m
Structure Number: 3652, Location: 2.71 MI E JCT I-40 & SH31 (Lat: 34.799881, Lng: -91.841972), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 177.29, Facility Carried by Structure: CR 313 Lilly Rd
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 285.321, Length of Maximum Span: 0.0m
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Structure Number: 3652, Location: 2.71 MI E JCT I-40 & SH31 (Lat: 34.799881, Lng: -91.841972), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 177.29, Facility Carried by Structure: CR 313 Lilly Rd
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 285.321, Length of Maximum Span: 0.0m
Structure Number: 3652, Location: 2.71 MI E JCT I-40 & SH31 (Lat: 34.799881, Lng: -91.841972), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 16,500 (year 2014), Truck Traffic: 1%, Features Intersected: I-40 LOG 177.29, Facility Carried by Structure: CR 313 Lilly Rd
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 285.321, Length of Maximum Span: 0.0m
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Structure Number: 7205, Location: 1.5 MI W SH 31 (Lat: 34.803269, Lng: -91.914939), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 44%, Features Intersected: I-40 Log 173.15, Facility Carried by Structure: SH 89 @ Lonoke
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 278.658, Length of Maximum Span: 0.0m
Structure Number: 7205, Location: 1.5 MI W SH 31 (Lat: 34.803269, Lng: -91.914939), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 44%, Features Intersected: I-40 Log 173.15, Facility Carried by Structure: SH 89 @ Lonoke
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 278.658, Length of Maximum Span: 0.0m
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Structure Number: 7205, Location: 1.5 MI W SH 31 (Lat: 34.803269, Lng: -91.914939), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 44%, Features Intersected: I-40 Log 173.15, Facility Carried by Structure: SH 89 @ Lonoke
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 278.658, Length of Maximum Span: 0.0m
Structure Number: 7205, Location: 1.5 MI W SH 31 (Lat: 34.803269, Lng: -91.914939), Route carried "under" structure: Interstate 40, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2014), Truck Traffic: 44%, Features Intersected: I-40 Log 173.15, Facility Carried by Structure: SH 89 @ Lonoke
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 278.658, Length of Maximum Span: 0.0m