Bridge Statistics for Indianola, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 246ft / 75.3mTotal length
- $682,407,000Total costs
- 22,580Total average daily traffic
- 2,210Total average daily truck traffic
- 27,055Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Indianola
- No street view available for this location
- New bridges - historical statistics
- 31960-1969
- 21970-1979
- 51980-1989
- 21990-1999
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 25.0%Very good
- 33.3%Good
- 25.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 33.3%Very good
- 41.7%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 50.0%Very good
- 33.3%Good
- 16.7%Satisfactory
- Bridge Condition - Channel
- 6.7%Excellent
- 40.0%Very good
- 20.0%Good
- 33.3%Satisfactory
Find on map >> Show street view
Structure Number: 21000494672552, Location: 2.5 MI S US 82 (Lat: 33.419108, Lng: -90.633642), Route carried "on" structure: US 49W, Year Built: 1962, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,100 (year 2040), Design Load: HS 20, Features Intersected: SUNFLOWER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.86m (42.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $168,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $427,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000494672552, Location: 2.5 MI S US 82 (Lat: 33.419108, Lng: -90.633642), Route carried "on" structure: US 49W, Year Built: 1962, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,100 (year 2040), Design Load: HS 20, Features Intersected: SUNFLOWER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.86m (42.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $168,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $427,000,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 21000494672552B, Location: 2.5 MI S US 82 (Lat: 33.417989, Lng: -90.633283), Route carried "on" structure: US 49W, Year Built: 1989, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,100 (year 2040), Design Load: HS 20, Features Intersected: SUNFLOWER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.371, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000494672552B, Location: 2.5 MI S US 82 (Lat: 33.417989, Lng: -90.633283), Route carried "on" structure: US 49W, Year Built: 1989, Status: Open, Structure Length: 12.86m (42.19ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,100 (year 2040), Design Load: HS 20, Features Intersected: SUNFLOWER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.371, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 21000494672609, Location: 2.5 MI N US 82 (Lat: 33.491206, Lng: -90.597133), Route carried "on" structure: US 49W, Year Built: 1987, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: SUNFLOWER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.816, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000494672609, Location: 2.5 MI N US 82 (Lat: 33.491206, Lng: -90.597133), Route carried "on" structure: US 49W, Year Built: 1987, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: SUNFLOWER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.816, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 3100440004003, Location: 3.2 MI E SR 19 (Lat: 33.165994, Lng: -89.713958), Route carried "on" structure: State highway 440, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 230 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 230 (year 2040), Design Load: H 15, Features Intersected: SHARKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.915, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $14,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $250,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3100440004003, Location: 3.2 MI E SR 19 (Lat: 33.165994, Lng: -89.713958), Route carried "on" structure: State highway 440, Year Built: 1965, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 230 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 230 (year 2040), Design Load: H 15, Features Intersected: SHARKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.915, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $14,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $250,000,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 31004480670307, Location: 1.0 MI W US 82 (Lat: 33.468708, Lng: -90.642697), Route carried "on" structure: State highway 448, Year Built: 1983, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,700 (year 2040), Design Load: HS 20, Features Intersected: BEAVER DAM BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.122, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31004480670307, Location: 1.0 MI W US 82 (Lat: 33.468708, Lng: -90.642697), Route carried "on" structure: State highway 448, Year Built: 1983, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,700 (year 2040), Design Load: HS 20, Features Intersected: BEAVER DAM BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.122, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: SA6700000000037, Location: SEC 6 T18N R 4W (Lat: 33.445556, Lng: -90.655833), Route carried "on" structure: City street 797, Year Built: 1989, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2030), Design Load: HS 20, Features Intersected: INDIAN BAYOU, Facility Carried by Structure: ALEXANDER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.12m (13.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $100,000, Total Project Cost: $573,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6700000000037, Location: SEC 6 T18N R 4W (Lat: 33.445556, Lng: -90.655833), Route carried "on" structure: City street 797, Year Built: 1989, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2030), Design Load: HS 20, Features Intersected: INDIAN BAYOU, Facility Carried by Structure: ALEXANDER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.12m (13.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $100,000, Total Project Cost: $573,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA6700000000063, Location: SEC 19 T19N R 4W B (Lat: 33.488511, Lng: -90.642894), Route carried "on" structure: County highway 620, Year Built: 1974, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 660 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 990 (year 2030), Design Load: HS 20, Features Intersected: PORTER BAYOU, Facility Carried by Structure: BOYER STEINER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $100,000, Total Project Cost: $940,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6700000000063, Location: SEC 19 T19N R 4W B (Lat: 33.488511, Lng: -90.642894), Route carried "on" structure: County highway 620, Year Built: 1974, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 660 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 990 (year 2030), Design Load: HS 20, Features Intersected: PORTER BAYOU, Facility Carried by Structure: BOYER STEINER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $100,000, Total Project Cost: $940,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA6700000000066, Location: SEC 30 T19N R 4W (Lat: 33.470000, Lng: -90.651389), Route carried "on" structure: County highway 439, Year Built: 1988, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 260 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 390 (year 2030), Design Load: HS 15, Features Intersected: BEAVER DAM BAYOU, Facility Carried by Structure: FORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $12,000, Total Project Cost: $91,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6700000000066, Location: SEC 30 T19N R 4W (Lat: 33.470000, Lng: -90.651389), Route carried "on" structure: County highway 439, Year Built: 1988, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 260 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 390 (year 2030), Design Load: HS 15, Features Intersected: BEAVER DAM BAYOU, Facility Carried by Structure: FORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $12,000, Total Project Cost: $91,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA6700000000068, Location: SEC 31 T19N R 4W (Lat: 33.450633, Lng: -90.652619), Route carried "on" structure: Spur City street 1111, Year Built: 1961, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,500 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,750 (year 2030), Design Load: HS 20, Features Intersected: INDIAN BAYOU, Facility Carried by Structure: WEST SIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $100,000, Total Project Cost: $520,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6700000000068, Location: SEC 31 T19N R 4W (Lat: 33.450633, Lng: -90.652619), Route carried "on" structure: Spur City street 1111, Year Built: 1961, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,500 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,750 (year 2030), Design Load: HS 20, Features Intersected: INDIAN BAYOU, Facility Carried by Structure: WEST SIDE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $100,000, Total Project Cost: $520,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA670000000007, Location: SEC 16 T19N R 5W B (Lat: 33.497222, Lng: -90.717778), Route carried "on" structure: County highway 219, Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 60 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 90 (year 2030), Design Load: HS 20, Features Intersected: BEAVER DAM BAYOU, Facility Carried by Structure: BUD SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2019)
Structure Number: SA670000000007, Location: SEC 16 T19N R 5W B (Lat: 33.497222, Lng: -90.717778), Route carried "on" structure: County highway 219, Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 60 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 90 (year 2030), Design Load: HS 20, Features Intersected: BEAVER DAM BAYOU, Facility Carried by Structure: BUD SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2019)
Find on map >> Show street view
Structure Number: SA6700000000071, Location: SEC 25 T19N R 5W B (Lat: 33.468889, Lng: -90.668056), Route carried "on" structure: County highway 221, Year Built: 1978, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 180 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 270 (year 2030), Design Load: HS 20, Features Intersected: BEAVER DAM BAYOU, Facility Carried by Structure: INDIANOLA AIRPORT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $100,000, Total Project Cost: $660,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6700000000071, Location: SEC 25 T19N R 5W B (Lat: 33.468889, Lng: -90.668056), Route carried "on" structure: County highway 221, Year Built: 1978, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 180 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 270 (year 2030), Design Load: HS 20, Features Intersected: BEAVER DAM BAYOU, Facility Carried by Structure: INDIANOLA AIRPORT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $100,000, Total Project Cost: $660,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA6700000000072, Location: SEC 25 T19N R 5W (Lat: 33.470278, Lng: -90.658611), Route carried "on" structure: County highway 224, Year Built: 1996, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 10 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 15 (year 2030), Design Load: HS 20+Mod, Features Intersected: BEAVER DAM BAYOU, Facility Carried by Structure: WADDELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2019)
Structure Number: SA6700000000072, Location: SEC 25 T19N R 5W (Lat: 33.470278, Lng: -90.658611), Route carried "on" structure: County highway 224, Year Built: 1996, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 10 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 15 (year 2030), Design Load: HS 20+Mod, Features Intersected: BEAVER DAM BAYOU, Facility Carried by Structure: WADDELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2019)
Find on map >> Show street view
Structure Number: SA670000000A04, Location: SEC 12 T18N R 5W B (Lat: 33.428178, Lng: -90.663856), Route carried "on" structure: County highway 15, Year Built: 2015, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 250 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 375 (year 2030), Design Load: HS 20, Features Intersected: INDIAN BAYOU, Facility Carried by Structure: KINLOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.059, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), 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: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $701,000, Roadway Improvement Cost: $100,000, Total Project Cost: $801,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA670000000A04, Location: SEC 12 T18N R 5W B (Lat: 33.428178, Lng: -90.663856), Route carried "on" structure: County highway 15, Year Built: 2015, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 250 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 375 (year 2030), Design Load: HS 20, Features Intersected: INDIAN BAYOU, Facility Carried by Structure: KINLOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.059, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), 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: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $701,000, Roadway Improvement Cost: $100,000, Total Project Cost: $801,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA670000000A064, Location: SEC 21 T19N R 4W (Lat: 33.478858, Lng: -90.618561), Route carried "on" structure: County highway 498, Year Built: 2016, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 30 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 45 (year 2036), Design Load: HL 93, Features Intersected: BEAVER DAM BAYOU, Facility Carried by Structure: GWIN LIPNICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $672,000, Roadway Improvement Cost: $100,000, Total Project Cost: $772,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA670000000A064, Location: SEC 21 T19N R 4W (Lat: 33.478858, Lng: -90.618561), Route carried "on" structure: County highway 498, Year Built: 2016, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 30 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 45 (year 2036), Design Load: HL 93, Features Intersected: BEAVER DAM BAYOU, Facility Carried by Structure: GWIN LIPNICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $672,000, Roadway Improvement Cost: $100,000, Total Project Cost: $772,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA670000000A067, Location: SEC 31 T19N R 4W (Lat: 33.452847, Lng: -90.654656), Route carried "on" structure: City street 805, Year Built: 2020, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,000 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2035), Design Load: HL 93, Features Intersected: INDIAN BAYOU, Facility Carried by Structure: COLLEGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, 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: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2020), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA670000000A067, Location: SEC 31 T19N R 4W (Lat: 33.452847, Lng: -90.654656), Route carried "on" structure: City street 805, Year Built: 2020, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,000 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2035), Design Load: HL 93, Features Intersected: INDIAN BAYOU, Facility Carried by Structure: COLLEGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, 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: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2020), Wearing Surface/Protective System: Wearing Surface: Bituminous