Bridge Statistics for Melbourne, Arkansas (AR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 167ft / 50.7mTotal length
- $895,000Total costs
- 44,703Total average daily traffic
- 1,352Total average daily truck traffic
- 63,599Total future (year 2007) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Melbourne
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31950-1959
- 11970-1979
- 61980-1989
- 22000-2009
- 62010-2019
- Bridge Condition - Deck
- 54.5%Good
- 36.4%Satisfactory
- 9.1%Poor
- Bridge Condition - Superstructure
- 9.1%Very good
- 45.5%Good
- 18.2%Satisfactory
- 27.3%Fair
- Bridge Condition - Substructure
- 63.6%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 66.7%Good
- 16.7%Satisfactory
- 5.6%Fair
- Bridge Condition - Culverts
- 37.5%Good
- 62.5%Satisfactory
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Structure Number: 2634, Location: 1.8 M N SH 69 (Lat: 36.081847, Lng: -91.913619), Route carried "on" structure: State highway 9, Year Built: 1950, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,398 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,244 (year 2028), Design Load: H 15, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.766, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: March 2020
Structure Number: 2634, Location: 1.8 M N SH 69 (Lat: 36.081847, Lng: -91.913619), Route carried "on" structure: State highway 9, Year Built: 1950, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,398 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,244 (year 2028), Design Load: H 15, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.766, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: March 2020
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Structure Number: 2797, Location: 2.03 MI NE OF JACKSON CO (Lat: 35.912997, Lng: -91.071725), Route carried "on" structure: State highway 367, Year Built: 1951, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,123 (year 2028), Design Load: H 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 671, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, 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: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2797, Location: 2.03 MI NE OF JACKSON CO (Lat: 35.912997, Lng: -91.071725), Route carried "on" structure: State highway 367, Year Built: 1951, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 5,123 (year 2028), Design Load: H 20, Features Intersected: VILLAGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.267, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 671, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, 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: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4869, Location: 4.9 M. W of SH 9 (Lat: 36.082483, Lng: -91.985022), Route carried "on" structure: County highway 15, Year Built: 2004, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 207 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 104 (year 2023), Design Load: HS 20, Features Intersected: Knob Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.938, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4869, Location: 4.9 M. W of SH 9 (Lat: 36.082483, Lng: -91.985022), Route carried "on" structure: County highway 15, Year Built: 2004, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 207 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 104 (year 2023), Design Load: HS 20, Features Intersected: Knob Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.938, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5334, Location: JCT SH 89 & US 67 (Lat: 34.979839, Lng: -92.033300), Route carried "on" structure: State highway 89, Year Built: 1971, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 31,764 (year 2028), Design Load: HS 20, Features Intersected: US 67 SEC 11 log 3.48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.789, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 890, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft)
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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5334, Location: JCT SH 89 & US 67 (Lat: 34.979839, Lng: -92.033300), Route carried "on" structure: State highway 89, Year Built: 1971, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 31,764 (year 2028), Design Load: HS 20, Features Intersected: US 67 SEC 11 log 3.48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.789, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 890, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.1m (46.3ft)
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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6046, Location: .8 MI SW JCT SH 69 (Lat: 36.053672, Lng: -91.916428), Route carried "on" structure: State highway 9, Year Built: 1986, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,494 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,946 (year 2028), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.874, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6046, Location: .8 MI SW JCT SH 69 (Lat: 36.053672, Lng: -91.916428), Route carried "on" structure: State highway 9, Year Built: 1986, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,494 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 1,946 (year 2028), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.874, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6723, Location: .40 Mi E Jct. SH 69 (Lat: 36.058850, Lng: -91.899992), Route carried "on" structure: State highway 69, Year Built: 2001, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,747 (year 2028), Design Load: HS 20, Features Intersected: MILL 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: 12.2m (40.0ft), Skew: 4 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6723, Location: .40 Mi E Jct. SH 69 (Lat: 36.058850, Lng: -91.899992), Route carried "on" structure: State highway 69, Year Built: 2001, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 6,400 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 6,747 (year 2028), Design Load: HS 20, Features Intersected: MILL 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: 12.2m (40.0ft), Skew: 4 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: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7126, Location: 2.48 M N SH 69 (Lat: 36.091828, Lng: -91.918333), Route carried "on" structure: State highway 9, Year Built: 2011, Status: Open, Structure Length: 4.49m (14.73ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,763 (year 2029), Design Load: HL 93, Features Intersected: Big Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.991, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7126, Location: 2.48 M N SH 69 (Lat: 36.091828, Lng: -91.918333), Route carried "on" structure: State highway 9, Year Built: 2011, Status: Open, Structure Length: 4.49m (14.73ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,763 (year 2029), Design Load: HL 93, Features Intersected: Big Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.991, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, 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: 14065, Location: 2.83 MI NW SH 58 (Lat: 36.028969, Lng: -91.880300), Route carried "on" structure: County highway 7, Year Built: 1952, Year Reconstructed: 2008, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 70 (year 2038), Features Intersected: Haley Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.553, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $234,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 14065, Location: 2.83 MI NW SH 58 (Lat: 36.028969, Lng: -91.880300), Route carried "on" structure: County highway 7, Year Built: 1952, Year Reconstructed: 2008, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 70 (year 2038), Features Intersected: Haley Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.553, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Roadway Improvement Cost: $109,000, Total Project Cost: $234,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 14069, Location: 3 MI W OF SH 9 (Lat: 36.075519, Lng: -91.956181), Route carried "on" structure: County highway 15, Year Built: 1936, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 207 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 151 (year 2007), Features Intersected: BIG HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.995, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, 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: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Roadway Improvement Cost: $109,000, Total Project Cost: $318,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 14069, Location: 3 MI W OF SH 9 (Lat: 36.075519, Lng: -91.956181), Route carried "on" structure: County highway 15, Year Built: 1936, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 207 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 151 (year 2007), Features Intersected: BIG HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.995, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, 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: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Roadway Improvement Cost: $109,000, Total Project Cost: $318,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 199, Location: 2.6 MI SO OF SH 9 (Lat: 36.013761, Lng: -91.906828), Route carried "on" structure: County highway 3, Year Built: 1986, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 326 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 117 (year 2007), Features Intersected: W. ROCKY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.790, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Total Project Cost: $52,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 199, Location: 2.6 MI SO OF SH 9 (Lat: 36.013761, Lng: -91.906828), Route carried "on" structure: County highway 3, Year Built: 1986, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 326 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 117 (year 2007), Features Intersected: W. ROCKY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.790, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Total Project Cost: $52,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 19908, Location: 1.25 MI W SH 58 (Lat: 36.012233, Lng: -91.868044), Route carried "on" structure: County highway 7, Year Built: 1987, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 145 (year 2007), Features Intersected: EAST ROCKY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Critical Feature Inspection Date: Febuary 2022, Roadway Improvement Cost: $109,000, Total Project Cost: $245,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 19908, Location: 1.25 MI W SH 58 (Lat: 36.012233, Lng: -91.868044), Route carried "on" structure: County highway 7, Year Built: 1987, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 145 (year 2007), Features Intersected: EAST ROCKY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Critical Feature Inspection Date: Febuary 2022, Roadway Improvement Cost: $109,000, Total Project Cost: $245,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 20241, Location: 1.03 MI W OF SH 9 (Lat: 36.054019, Lng: -91.934869), Route carried "on" structure: County highway 10, Year Built: 1984, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 254 (year 2007), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.970, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 20241, Location: 1.03 MI W OF SH 9 (Lat: 36.054019, Lng: -91.934869), Route carried "on" structure: County highway 10, Year Built: 1984, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 320 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 254 (year 2007), Design Load: H 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.970, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 20242, Location: .25 MI NO SH 69 (Lat: 36.062589, Lng: -91.883958), Route carried "on" structure: City street 52620, Year Built: 1984, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 284 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 21 (year 2007), Design Load: H 20, Features Intersected: MILL CREEK, Facility Carried by Structure: ConnieBrooks IZARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 20242, Location: .25 MI NO SH 69 (Lat: 36.062589, Lng: -91.883958), Route carried "on" structure: City street 52620, Year Built: 1984, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 284 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 21 (year 2007), Design Load: H 20, Features Intersected: MILL CREEK, Facility Carried by Structure: ConnieBrooks IZARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 20609, Location: 3.52 MI SOUTH SH 9 (Lat: 36.004311, Lng: -91.906761), Route carried "on" structure: County highway 3, Year Built: 1987, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 326 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 360 (year 2038), Features Intersected: W Rocky Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.663, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Total Project Cost: $46,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 20609, Location: 3.52 MI SOUTH SH 9 (Lat: 36.004311, Lng: -91.906761), Route carried "on" structure: County highway 3, Year Built: 1987, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 326 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 360 (year 2038), Features Intersected: W Rocky Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.663, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Total Project Cost: $46,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 23431, Location: 0.07 M S SH 69 (Lat: 36.057358, Lng: -91.897739), Route carried "on" structure: City street 12230, Year Built: 2010, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 70 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,800 (year 2029), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: CollegeDr. IZARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.108, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 23431, Location: 0.07 M S SH 69 (Lat: 36.057358, Lng: -91.897739), Route carried "on" structure: City street 12230, Year Built: 2010, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 70 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,800 (year 2029), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: CollegeDr. IZARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.108, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23938, Location: 2.0 Mi. West SH 9 (Lat: 36.114389, Lng: -91.965419), Route carried "on" structure: County highway 20, Year Built: 2017, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 21 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2038), Features Intersected: Knob Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 23938, Location: 2.0 Mi. West SH 9 (Lat: 36.114389, Lng: -91.965419), Route carried "on" structure: County highway 20, Year Built: 2017, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 21 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 30 (year 2038), Features Intersected: Knob Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: X1377, Location: 3.01 MI NO JCT SH69 Izard (Lat: 36.098981, Lng: -91.919831), Route carried "on" structure: State highway 9, Year Built: 2011, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,800 (year 2029), Design Load: HS 20+Mod, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.844, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: X1377, Location: 3.01 MI NO JCT SH69 Izard (Lat: 36.098981, Lng: -91.919831), Route carried "on" structure: State highway 9, Year Built: 2011, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,800 (year 2029), Design Load: HS 20+Mod, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.844, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: X1378, Location: 1.8 M S SH9 (Lat: 36.117831, Lng: -91.929119), Route carried "on" structure: State highway 9, Year Built: 2011, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,800 (year 2029), Design Load: HS 20+Mod, Features Intersected: Newburg Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.355, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: X1378, Location: 1.8 M S SH9 (Lat: 36.117831, Lng: -91.929119), Route carried "on" structure: State highway 9, Year Built: 2011, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,800 (year 2029), Design Load: HS 20+Mod, Features Intersected: Newburg Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.355, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: X1545, Location: 5.5 MI. E. JCT. SH. 9 (Lat: 36.045889, Lng: -91.816039), Route carried "on" structure: Business State highway 69, Year Built: 2019, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 330 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2038), Design Load: HL 93, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: May 2021
Structure Number: X1545, Location: 5.5 MI. E. JCT. SH. 9 (Lat: 36.045889, Lng: -91.816039), Route carried "on" structure: Business State highway 69, Year Built: 2019, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 330 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2038), Design Load: HL 93, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: May 2021