Bridge Statistics for Little Rock, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 640Number of bridges
- 11,677ft / 3,559mTotal length
- $76,837,000Total costs
- 14,587,333Total average daily traffic
- 541,775Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Little Rock
- No street view available for this location
- New bridges - historical statistics
- 71920-1929
- 181930-1939
- 111940-1949
- 251950-1959
- 611960-1969
- 821970-1979
- 401980-1989
- 381990-1999
- 402000-2009
- 292010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 21960-1969
- 201970-1979
- 131980-1989
- 51990-1999
- 22000-2009
- 42010-2019
- Bridge Condition - Deck
- 3.1%Excellent
- 13.0%Very good
- 41.4%Good
- 32.6%Satisfactory
- 9.6%Fair
- 0.4%Poor
- Bridge Condition - Superstructure
- 3.4%Excellent
- 18.8%Very good
- 31.0%Good
- 29.9%Satisfactory
- 14.6%Fair
- 2.3%Poor
- Bridge Condition - Substructure
- 2.3%Excellent
- 16.1%Very good
- 34.9%Good
- 33.3%Satisfactory
- 13.0%Fair
- 0.4%Poor
- Bridge Condition - Channel
- 21.8%Excellent
- 41.1%Very good
- 27.0%Good
- 9.3%Satisfactory
- 0.8%Fair
- 0.4%Poor
- Bridge Condition - Culverts
- 5.4%Excellent
- 20.7%Very good
- 51.1%Good
- 21.7%Satisfactory
- 1.1%Fair
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Structure Number: 3504, Location: 1.2 MI W JCT I-30 (Lat: 34.740619, Lng: -92.280389), Route carried "on" structure: City street 55250, Year Built: 1979, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 1,126 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 1,373 (year 2007), Design Load: HS 20, Features Intersected: I 630-SEC 21 Log 0.97, Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3504, Location: 1.2 MI W JCT I-30 (Lat: 34.740619, Lng: -92.280389), Route carried "on" structure: City street 55250, Year Built: 1979, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 1,126 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 1,373 (year 2007), Design Load: HS 20, Features Intersected: I 630-SEC 21 Log 0.97, Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3506, Location: 7.8 MI N JCT I-30 (Lat: 34.739019, Lng: -92.277050), Route carried "on" structure: US 70, Year Built: 1979, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 22,253 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 24,627 (year 2028), Design Load: HS 20+Mod, Features Intersected: I 630-SEC 21 Log 0.74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.311, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 701, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $406,000, Total Project Cost: $1,305,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3506, Location: 7.8 MI N JCT I-30 (Lat: 34.739019, Lng: -92.277050), Route carried "on" structure: US 70, Year Built: 1979, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 22,253 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 24,627 (year 2028), Design Load: HS 20+Mod, Features Intersected: I 630-SEC 21 Log 0.74
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.311, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 701, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Roadway Improvement Cost: $406,000, Total Project Cost: $1,305,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3507, Location: .82 MI W JCT I-30 (Lat: 34.738811, Lng: -92.274611), Route carried "on" structure: City street 10050, Year Built: 1979, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 4,000 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 19,356 (year 2007), Design Load: HS 20, Features Intersected: I 630-SEC 21 Log 0.60, Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3507, Location: .82 MI W JCT I-30 (Lat: 34.738811, Lng: -92.274611), Route carried "on" structure: City street 10050, Year Built: 1979, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 4,000 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 19,356 (year 2007), Design Load: HS 20, Features Intersected: I 630-SEC 21 Log 0.60, Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3508, Location: 0.49 MI W JCT I-30&I-630 (Lat: 34.738581, Lng: -92.273831), Route carried "on" structure: City street 34590, Year Built: 1979, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,034 (year 2007), Design Load: HS 20, Features Intersected: I 630-SEC 21 Log 0.49, Facility Carried by Structure: LOUISIANA ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.143, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3508, Location: 0.49 MI W JCT I-30&I-630 (Lat: 34.738581, Lng: -92.273831), Route carried "on" structure: City street 34590, Year Built: 1979, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 2,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,034 (year 2007), Design Load: HS 20, Features Intersected: I 630-SEC 21 Log 0.49, Facility Carried by Structure: LOUISIANA ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.143, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 351, Location: .7 MI W JCT I-30 (Lat: 34.738169, Lng: -92.272281), Route carried "on" structure: City street 35470, Year Built: 1979, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 4,000 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 11,247 (year 2007), Design Load: HS 20, Features Intersected: I 630-SEC 21 Log 0.46, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.02m (26.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Roadway Improvement Cost: $463,000, Total Project Cost: $1,596,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 351, Location: .7 MI W JCT I-30 (Lat: 34.738169, Lng: -92.272281), Route carried "on" structure: City street 35470, Year Built: 1979, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 4,000 (year 1987), Truck Traffic: 1%, Average Future Daily Traffic: 11,247 (year 2007), Design Load: HS 20, Features Intersected: I 630-SEC 21 Log 0.46, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 3, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.02m (26.31ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Roadway Improvement Cost: $463,000, Total Project Cost: $1,596,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3512, Location: .53 MI W JCT I-30 (Lat: 34.737239, Lng: -92.270000), Route carried "on" structure: City street 14200, Year Built: 1979, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,557 (year 2007), Design Load: HS 20, Features Intersected: I 630-SEC 21 Log 0.35, Facility Carried by Structure: CUMBERLAND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3512, Location: .53 MI W JCT I-30 (Lat: 34.737239, Lng: -92.270000), Route carried "on" structure: City street 14200, Year Built: 1979, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,557 (year 2007), Design Load: HS 20, Features Intersected: I 630-SEC 21 Log 0.35, Facility Carried by Structure: CUMBERLAND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3513, Location: .34 M W OF I-30 (Lat: 34.735719, Lng: -92.267861), Route carried "on" structure: City street 12510, Year Built: 1979, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 430 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,277 (year 2007), Design Load: HS 20, Features Intersected: I 630-SEC 21 Log 0.16, Facility Carried by Structure: COMMERCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3513, Location: .34 M W OF I-30 (Lat: 34.735719, Lng: -92.267861), Route carried "on" structure: City street 12510, Year Built: 1979, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 430 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,277 (year 2007), Design Load: HS 20, Features Intersected: I 630-SEC 21 Log 0.16, Facility Carried by Structure: COMMERCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.320, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4031, Location: 0.3 MI SE JCT CHENAL PK W (Lat: 34.754189, Lng: -92.442889), Route carried "on" structure: City street 30040, Year Built: 1950, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,500 (year 2032), Design Load: H 15, Features Intersected: ROCK CREEK, Facility Carried by Structure: KANIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Roadway Improvement Cost: $117,000, Total Project Cost: $299,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4031, Location: 0.3 MI SE JCT CHENAL PK W (Lat: 34.754189, Lng: -92.442889), Route carried "on" structure: City street 30040, Year Built: 1950, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 12,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,500 (year 2032), Design Load: H 15, Features Intersected: ROCK CREEK, Facility Carried by Structure: KANIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Roadway Improvement Cost: $117,000, Total Project Cost: $299,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4033, Location: 4.0 MI W I 430 (Lat: 34.759581, Lng: -92.458639), Route carried "on" structure: County highway 38, Year Built: 1948, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 7,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,485 (year 2007), Design Load: H 15, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Roadway Improvement Cost: $117,000, Total Project Cost: $267,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4033, Location: 4.0 MI W I 430 (Lat: 34.759581, Lng: -92.458639), Route carried "on" structure: County highway 38, Year Built: 1948, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 7,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 2,485 (year 2007), Design Load: H 15, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Roadway Improvement Cost: $117,000, Total Project Cost: $267,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4133, Location: 0.26 M W Hwy 367 (Lat: 34.688719, Lng: -92.301661), Route carried "on" structure: City street 48, Year Built: 1956, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,100 (year 2032), Design Load: H 20, Features Intersected: LITTLE FOURCHE CREEK, Facility Carried by Structure: W 65TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), 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: 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Roadway Improvement Cost: $324,000, Total Project Cost: $817,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4133, Location: 0.26 M W Hwy 367 (Lat: 34.688719, Lng: -92.301661), Route carried "on" structure: City street 48, Year Built: 1956, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 5,200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,100 (year 2032), Design Load: H 20, Features Intersected: LITTLE FOURCHE CREEK, Facility Carried by Structure: W 65TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), 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: 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Roadway Improvement Cost: $324,000, Total Project Cost: $817,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4158, Location: 1 MI E OF I-430 (Lat: 34.710589, Lng: -92.385378), Route carried "on" structure: State highway 300, Year Built: 1969, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 9,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,184 (year 2028), Design Load: H 15, Features Intersected: BRODIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $306,000, Total Project Cost: $705,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4158, Location: 1 MI E OF I-430 (Lat: 34.710589, Lng: -92.385378), Route carried "on" structure: State highway 300, Year Built: 1969, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 9,500 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,184 (year 2028), Design Load: H 15, Features Intersected: BRODIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $306,000, Total Project Cost: $705,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4177, Location: 1.25 MI W I -430 (Lat: 34.753881, Lng: -92.404789), Route carried "on" structure: City street 36130, Year Built: 1960, Year Reconstructed: 1985, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 28,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 32,000 (year 2032), Design Load: H 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: W MARKHAM ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.695, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 19.0m (62.3ft)
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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4177, Location: 1.25 MI W I -430 (Lat: 34.753881, Lng: -92.404789), Route carried "on" structure: City street 36130, Year Built: 1960, Year Reconstructed: 1985, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 28,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 32,000 (year 2032), Design Load: H 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: W MARKHAM ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.695, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 19.0m (62.3ft)
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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4186, Location: .5 MI N OF Col. Glenn (Lat: 34.720189, Lng: -92.358669), Route carried "on" structure: City street 64880, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 17,814 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 16,500 (year 2032), Design Load: H 15, Features Intersected: ROCK CREEK, Facility Carried by Structure: W 36TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.60m (31.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Roadway Improvement Cost: $187,000, Total Project Cost: $732,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4186, Location: .5 MI N OF Col. Glenn (Lat: 34.720189, Lng: -92.358669), Route carried "on" structure: City street 64880, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 17,814 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 16,500 (year 2032), Design Load: H 15, Features Intersected: ROCK CREEK, Facility Carried by Structure: W 36TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.60m (31.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Roadway Improvement Cost: $187,000, Total Project Cost: $732,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4194, Location: 2.6 Mi Sw Jct Sh 42 & 118 (Lat: 35.335669, Lng: -90.380289), Route carried "on" structure: State highway 118, Year Built: 1964, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 257 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 358 (year 2028), Design Load: H 15, Features Intersected: Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.279, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4194, Location: 2.6 Mi Sw Jct Sh 42 & 118 (Lat: 35.335669, Lng: -90.380289), Route carried "on" structure: State highway 118, Year Built: 1964, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 257 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 358 (year 2028), Design Load: H 15, Features Intersected: Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.279, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4197, Location: 0.08 M E OF SH5 (Lat: 34.671250, Lng: -92.416719), Route carried "on" structure: State highway 338, Year Built: 1964, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 12,200 (year 2038), Design Load: HS 20, Features Intersected: FOURCHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), 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: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4197, Location: 0.08 M E OF SH5 (Lat: 34.671250, Lng: -92.416719), Route carried "on" structure: State highway 338, Year Built: 1964, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 12,200 (year 2038), Design Load: HS 20, Features Intersected: FOURCHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), 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: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4198, Location: 0.49 MI E JCT SH 5 (Lat: 34.671039, Lng: -92.410178), Route carried "on" structure: State highway 338, Year Built: 1964, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 12,200 (year 2038), Design Load: H 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), 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: 9.4m (30.8ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $324,000, Total Project Cost: $724,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4198, Location: 0.49 MI E JCT SH 5 (Lat: 34.671039, Lng: -92.410178), Route carried "on" structure: State highway 338, Year Built: 1964, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 10,000 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 12,200 (year 2038), Design Load: H 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), 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: 9.4m (30.8ft)
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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Roadway Improvement Cost: $324,000, Total Project Cost: $724,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4236, Location: 0.1 M N I-440 (Lat: 34.719111, Lng: -92.213683), Route carried "on" structure: City street 33560, Year Built: 1969, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 5,784 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,900 (year 2032), Design Load: HS 20, Features Intersected: FOURCHE CREEK, Facility Carried by Structure: LINDSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4236, Location: 0.1 M N I-440 (Lat: 34.719111, Lng: -92.213683), Route carried "on" structure: City street 33560, Year Built: 1969, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 5,784 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,900 (year 2032), Design Load: HS 20, Features Intersected: FOURCHE CREEK, Facility Carried by Structure: LINDSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4259, Location: 3.2 MI WEST JCT I-430 (Lat: 34.755811, Lng: -92.441872), Route carried "on" structure: City street 10562, Year Built: 1975, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2032), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: CHENAL PWY EB LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4259, Location: 3.2 MI WEST JCT I-430 (Lat: 34.755811, Lng: -92.441872), Route carried "on" structure: City street 10562, Year Built: 1975, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 15,000 (year 2032), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: CHENAL PWY EB LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4384, Location: 1.3 E OF END SH 338 (Lat: 34.721750, Lng: -92.201553), Route carried "on" structure: City street 20870, Year Built: 1979, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 706 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2032), Design Load: HS 20, Features Intersected: FOURCHE CREEK, Facility Carried by Structure: FOURCHE DAM PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4384, Location: 1.3 E OF END SH 338 (Lat: 34.721750, Lng: -92.201553), Route carried "on" structure: City street 20870, Year Built: 1979, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 706 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2032), Design Load: HS 20, Features Intersected: FOURCHE CREEK, Facility Carried by Structure: FOURCHE DAM PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4445, Location: 1.3 MI N OF SH 10 (Lat: 34.816958, Lng: -92.440347), Route carried "on" structure: County highway 45, Year Built: 1983, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,900 (year 2032), Design Load: H 20, Features Intersected: LITTLE MAUMELLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 4445, Location: 1.3 MI N OF SH 10 (Lat: 34.816958, Lng: -92.440347), Route carried "on" structure: County highway 45, Year Built: 1983, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 3,900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,900 (year 2032), Design Load: H 20, Features Intersected: LITTLE MAUMELLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 4483, Location: .20MI S OF W 36TH ST (Lat: 34.718550, Lng: -92.393211), Route carried "on" structure: City street 52340, Year Built: 1983, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 8,200 (year 2038), Design Load: H 15, Features Intersected: PANTHER/BRODIE CREEK, Facility Carried by Structure: SO SHACKLEFORD ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, 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: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4483, Location: .20MI S OF W 36TH ST (Lat: 34.718550, Lng: -92.393211), Route carried "on" structure: City street 52340, Year Built: 1983, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 8,200 (year 2038), Design Load: H 15, Features Intersected: PANTHER/BRODIE CREEK, Facility Carried by Structure: SO SHACKLEFORD ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, 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: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4605, Location: 1.2 MI W UNIVERSITY (Lat: 34.741339, Lng: -92.357139), Route carried "on" structure: City street 64640, Year Built: 1991, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,500 (year 2032), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: KANIS RD (12TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.077, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft)
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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4605, Location: 1.2 MI W UNIVERSITY (Lat: 34.741339, Lng: -92.357139), Route carried "on" structure: City street 64640, Year Built: 1991, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12,500 (year 2032), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: KANIS RD (12TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.077, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft)
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: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4613, Location: .05 MI S RSEVELT RD (Lat: 34.717806, Lng: -92.236194), Route carried "on" structure: City street 20980, Year Built: 1989, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 1,485 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,100 (year 2038), Design Load: HS 20, Features Intersected: FOURCHE CREEK, Facility Carried by Structure: FRAZIER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.347, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.8m (55.1ft), 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4613, Location: .05 MI S RSEVELT RD (Lat: 34.717806, Lng: -92.236194), Route carried "on" structure: City street 20980, Year Built: 1989, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 1,485 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 2,100 (year 2038), Design Load: HS 20, Features Intersected: FOURCHE CREEK, Facility Carried by Structure: FRAZIER PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.347, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.8m (55.1ft), 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4648, Location: 0.30 MI W OF I-30 (Lat: 34.655867, Lng: -92.415739), Route carried "on" structure: City street 43235, Year Built: 1993, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 10,000 (year 2032), Design Load: H 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: Otter Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft)
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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4648, Location: 0.30 MI W OF I-30 (Lat: 34.655867, Lng: -92.415739), Route carried "on" structure: City street 43235, Year Built: 1993, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 10,000 (year 2032), Design Load: H 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: Otter Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft)
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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4649, Location: 0.75 MI W OF I-30 (Lat: 34.656039, Lng: -92.423119), Route carried "on" structure: City street 43235, Year Built: 1993, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 10,000 (year 2032), Design Load: H 20, Features Intersected: FOURCHE CREEK, Facility Carried by Structure: Otter Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4649, Location: 0.75 MI W OF I-30 (Lat: 34.656039, Lng: -92.423119), Route carried "on" structure: City street 43235, Year Built: 1993, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 10,000 (year 2032), Design Load: H 20, Features Intersected: FOURCHE CREEK, Facility Carried by Structure: Otter Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4733, Location: 0.3 M W OF CHICOT (Lat: 34.680636, Lng: -92.364608), Route carried "on" structure: City street 35200, Year Built: 1994, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 8,000 (year 2032), Design Load: HS 20, Features Intersected: YOUNG CREEK, Facility Carried by Structure: MABELVALE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4733, Location: 0.3 M W OF CHICOT (Lat: 34.680636, Lng: -92.364608), Route carried "on" structure: City street 35200, Year Built: 1994, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 8,000 (year 2032), Design Load: HS 20, Features Intersected: YOUNG CREEK, Facility Carried by Structure: MABELVALE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 482, Location: 1.0 M E University Ave. (Lat: 34.705397, Lng: -92.335108), Route carried "on" structure: City street 35200, Year Built: 2005, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 13,564 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 19,000 (year 2032), Design Load: HS 20, Features Intersected: South Fourche Creek, Facility Carried by Structure: Mabelvale Pike
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.690, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 18.9m (62.0ft)
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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 482, Location: 1.0 M E University Ave. (Lat: 34.705397, Lng: -92.335108), Route carried "on" structure: City street 35200, Year Built: 2005, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 13,564 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 19,000 (year 2032), Design Load: HS 20, Features Intersected: South Fourche Creek, Facility Carried by Structure: Mabelvale Pike
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.690, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 18.9m (62.0ft)
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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4821, Location: 0.5 M So. Asher Ave. (Lat: 34.712556, Lng: -92.331692), Route carried "on" structure: City street 35200, Year Built: 2006, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 13,564 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,500 (year 2032), Design Load: H 20, Features Intersected: North Fourche Creek, Facility Carried by Structure: Mablevale Pike
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.577, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: 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: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4821, Location: 0.5 M So. Asher Ave. (Lat: 34.712556, Lng: -92.331692), Route carried "on" structure: City street 35200, Year Built: 2006, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 13,564 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,500 (year 2032), Design Load: H 20, Features Intersected: North Fourche Creek, Facility Carried by Structure: Mablevale Pike
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.577, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: 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: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4822, Location: 0.3 M So. Asher Ave. (Lat: 34.715569, Lng: -92.332689), Route carried "on" structure: City street 35200, Year Built: 2006, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 13,564 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,500 (year 2032), Design Load: H 20, Features Intersected: Coleman Creek, Facility Carried by Structure: Mabelvale Pike
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.897, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 19.2m (63.0ft)
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: 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: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4822, Location: 0.3 M So. Asher Ave. (Lat: 34.715569, Lng: -92.332689), Route carried "on" structure: City street 35200, Year Built: 2006, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 13,564 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,500 (year 2032), Design Load: H 20, Features Intersected: Coleman Creek, Facility Carried by Structure: Mabelvale Pike
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.897, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 19.2m (63.0ft)
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: 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: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 521, Location: 1.87 SO OF SH 338 (Lat: 34.617719, Lng: -92.269319), Route carried "on" structure: County highway 13, Year Built: 1969, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,617 (year 2007), Design Load: HS 20, Features Intersected: I 530 SEC 1/0 Log 6.70, Facility Carried by Structure: PRATT RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.279, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.17m (26.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Total Project Cost: $508,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 521, Location: 1.87 SO OF SH 338 (Lat: 34.617719, Lng: -92.269319), Route carried "on" structure: County highway 13, Year Built: 1969, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 4,617 (year 2007), Design Load: HS 20, Features Intersected: I 530 SEC 1/0 Log 6.70, Facility Carried by Structure: PRATT RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.279, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.17m (26.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Total Project Cost: $508,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 5292, Location: SH 5 RIVER BR AT L.R. (Lat: 34.748631, Lng: -92.269131), Route carried "on" structure: State highway 5, Year Built: 1973, Status: Open, Structure Length: 58.03m (190.39ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 14,258 (year 2028), Design Load: HS 20, Features Intersected: AR Rvr/R/R/SH10/Rvrft Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 51, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 18.1m (59.4ft), Horizontal Clearance: 91.4m (299.9ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 7, Length of Maximum Span: 100.6m (330.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: Febuary 2022, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5292, Location: SH 5 RIVER BR AT L.R. (Lat: 34.748631, Lng: -92.269131), Route carried "on" structure: State highway 5, Year Built: 1973, Status: Open, Structure Length: 58.03m (190.39ft), Average Daily Traffic: 11,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 14,258 (year 2028), Design Load: HS 20, Features Intersected: AR Rvr/R/R/SH10/Rvrft Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 51, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 18.1m (59.4ft), Horizontal Clearance: 91.4m (299.9ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 7, Length of Maximum Span: 100.6m (330.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: Febuary 2022, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5305, Location: 0.6 MI S OF SH 338 (Lat: 34.661450, Lng: -92.402331), Route carried "on" structure: Interstate 430, Year Built: 1974, Year Reconstructed: 2006, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 70,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 79,066 (year 2028), Design Load: HS 20, Features Intersected: I-30 LOG 129.23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5305, Location: 0.6 MI S OF SH 338 (Lat: 34.661450, Lng: -92.402331), Route carried "on" structure: Interstate 430, Year Built: 1974, Year Reconstructed: 2006, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 70,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 79,066 (year 2028), Design Load: HS 20, Features Intersected: I-30 LOG 129.23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.0m, Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5308, Location: 1 MI N OF I-30 (Lat: 34.678681, Lng: -92.407161), Route carried "on" structure: State highway 5, Year Built: 1972, Status: Open, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 21,818 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 28,516 (year 2028), Design Load: HS 20, Features Intersected: I 430-LOG 1.24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.279, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5308, Location: 1 MI N OF I-30 (Lat: 34.678681, Lng: -92.407161), Route carried "on" structure: State highway 5, Year Built: 1972, Status: Open, Structure Length: 12.37m (40.58ft), Average Daily Traffic: 21,818 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 28,516 (year 2028), Design Load: HS 20, Features Intersected: I 430-LOG 1.24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.279, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 25 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.2m (66.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5309, Location: 1 MI N SH 5 (Lat: 34.696261, Lng: -92.404331), Route carried "on" structure: City street 14860, Year Built: 1972, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 2,084 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,900 (year 2038), Design Load: HS 20, Features Intersected: I 430-LOG 0.88, Facility Carried by Structure: David O. Dodd Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5309, Location: 1 MI N SH 5 (Lat: 34.696261, Lng: -92.404331), Route carried "on" structure: City street 14860, Year Built: 1972, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 2,084 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 2,900 (year 2038), Design Load: HS 20, Features Intersected: I 430-LOG 0.88, Facility Carried by Structure: David O. Dodd Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5312, Location: 0.95 MI S OF I-630 (Lat: 34.736250, Lng: -92.394561), Route carried "on" structure: City street 52340, Year Built: 1973, Status: Open, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 37,623 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,481 (year 2021), Design Load: HS 20, Features Intersected: I 430-LOG 5.33, Facility Carried by Structure: SHACKLEFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, 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: 5312, Location: 0.95 MI S OF I-630 (Lat: 34.736250, Lng: -92.394561), Route carried "on" structure: City street 52340, Year Built: 1973, Status: Open, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 37,623 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,481 (year 2021), Design Load: HS 20, Features Intersected: I 430-LOG 5.33, Facility Carried by Structure: SHACKLEFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, 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: 532, Location: 3 MI S I-40 (Lat: 34.796947, Lng: -92.382678), Route carried "on" structure: Interstate 430, Year Built: 1974, Status: Open, Structure Length: 151.97m (498.59ft), Average Daily Traffic: 87,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 110,174 (year 2028), Design Load: HS 20+Mod, Features Intersected: RIVER MT RD,RR,ARK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.881, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 15.7m (51.5ft), Horizontal Clearance: 117.8m (386.5ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 20, Number Of Approach Spans: 3, Length of Maximum Span: 131.1m (430.1ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 32.7m (107.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 532, Location: 3 MI S I-40 (Lat: 34.796947, Lng: -92.382678), Route carried "on" structure: Interstate 430, Year Built: 1974, Status: Open, Structure Length: 151.97m (498.59ft), Average Daily Traffic: 87,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 110,174 (year 2028), Design Load: HS 20+Mod, Features Intersected: RIVER MT RD,RR,ARK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.881, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 15.7m (51.5ft), Horizontal Clearance: 117.8m (386.5ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 20, Number Of Approach Spans: 3, Length of Maximum Span: 131.1m (430.1ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 32.7m (107.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5504, Location: 2.8 MI SW JCT SH 338 (Lat: 34.664361, Lng: -92.404069), Route carried "on" structure: ServiceInterstate 30, Year Built: 1974, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 5,985 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 550 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-430 LOG 0.22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.930, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5504, Location: 2.8 MI SW JCT SH 338 (Lat: 34.664361, Lng: -92.404069), Route carried "on" structure: ServiceInterstate 30, Year Built: 1974, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 5,985 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 550 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-430 LOG 0.22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.930, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5517, Location: 0.2 MI N I-440 (Lat: 34.717247, Lng: -92.258108), Route carried "on" structure: State highway 365, Year Built: 1974, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 6,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,388 (year 2028), Design Load: HS 20, Features Intersected: FOURCHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.86m (38.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $337,000, Total Project Cost: $1,509,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5517, Location: 0.2 MI N I-440 (Lat: 34.717247, Lng: -92.258108), Route carried "on" structure: State highway 365, Year Built: 1974, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 6,100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 7,388 (year 2028), Design Load: HS 20, Features Intersected: FOURCHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.511, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.86m (38.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Roadway Improvement Cost: $337,000, Total Project Cost: $1,509,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete