Bridge Statistics for Osyka, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 318ft / 96.6mTotal length
- $552,818,000Total costs
- 71,359Total average daily traffic
- 7,051Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Osyka
- No street view available for this location
- New bridges - historical statistics
- 141960-1969
- 21980-1989
- 21990-1999
- 12000-2009
- 42010-2019
- Bridge Condition - Deck
- 6.7%Excellent
- 26.7%Very good
- 40.0%Good
- 6.7%Satisfactory
- 13.3%Fair
- 6.7%Poor
- Bridge Condition - Superstructure
- 6.7%Excellent
- 40.0%Very good
- 26.7%Good
- 6.7%Satisfactory
- 20.0%Poor
- Bridge Condition - Substructure
- 6.7%Excellent
- 40.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 13.3%Serious
- Bridge Condition - Channel
- 9.1%Excellent
- 27.3%Very good
- 18.2%Good
- 18.2%Satisfactory
- 27.3%Fair
Find on map >> Show street view
Structure Number: 31005840570229, Location: 1.6 MI E AMITE CL (Lat: 31.015286, Lng: -90.526803), Route carried "on" structure: State highway 584, Year Built: 1997, Status: Open, Structure Length: 7.36m (24.15ft), Average Daily Traffic: 580 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 580 (year 2040), Design Load: HS 20, Features Intersected: TERRYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.467, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31005840570229, Location: 1.6 MI E AMITE CL (Lat: 31.015286, Lng: -90.526803), Route carried "on" structure: State highway 584, Year Built: 1997, Status: Open, Structure Length: 7.36m (24.15ft), Average Daily Traffic: 580 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 580 (year 2040), Design Load: HS 20, Features Intersected: TERRYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.467, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 31005840570243, Location: SR 584 OVER I 55 (Lat: 31.011203, Lng: -90.503919), Route carried "on" structure: State highway 584, Year Built: 1965, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 580 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 580 (year 2040), Design Load: HS 20, Features Intersected: I 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.703, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 23.5m (77.1ft), 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: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Inventory Rating: 62.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31005840570243, Location: SR 584 OVER I 55 (Lat: 31.011203, Lng: -90.503919), Route carried "on" structure: State highway 584, Year Built: 1965, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 580 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 580 (year 2040), Design Load: HS 20, Features Intersected: I 55
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.703, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 23.5m (77.1ft), 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: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Inventory Rating: 62.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 41000550570017, Location: 0.9 MI N SR 584 (Lat: 31.023819, Lng: -90.500506), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: FIRST ROAD WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.272, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000550570017, Location: 0.9 MI N SR 584 (Lat: 31.023819, Lng: -90.500506), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: FIRST ROAD WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.272, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 41000550570029, Location: 2.9 MI N LA STATE LINE (Lat: 31.041061, Lng: -90.497003), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 13.05m (42.81ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: ELARTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.663, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 99.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.05m (42.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $268,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $543,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000550570029, Location: 2.9 MI N LA STATE LINE (Lat: 31.041061, Lng: -90.497003), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 13.05m (42.81ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: ELARTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.663, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 99.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.05m (42.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $268,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $543,000,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 41000550570045, Location: 4.5 MI N LA STATE LINE (Lat: 31.063775, Lng: -90.493636), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 240 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20, Features Intersected: I 55, Facility Carried by Structure: CHATAWA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.409, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000550570045, Location: 4.5 MI N LA STATE LINE (Lat: 31.063775, Lng: -90.493636), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 11.34m (37.20ft), Average Daily Traffic: 240 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20, Features Intersected: I 55, Facility Carried by Structure: CHATAWA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.409, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: SA5700000000013, Location: SEC 20 T 1N R 7E B (Lat: 31.029389, Lng: -90.514861), Route carried "on" structure: County highway 74, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 4.49m (14.73ft), Average Daily Traffic: 460 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 570 (year 2043), Design Load: H 15, Features Intersected: TERRYS CREEK, Facility Carried by Structure: FIRST ROAD WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.771, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $130,000, Total Project Cost: $332,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels
Structure Number: SA5700000000013, Location: SEC 20 T 1N R 7E B (Lat: 31.029389, Lng: -90.514861), Route carried "on" structure: County highway 74, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 4.49m (14.73ft), Average Daily Traffic: 460 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 570 (year 2043), Design Load: H 15, Features Intersected: TERRYS CREEK, Facility Carried by Structure: FIRST ROAD WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.771, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.42m (14.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $130,000, Total Project Cost: $332,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: SA5700000000016, Location: SEC 29 T 1N R 7E (Lat: 31.022111, Lng: -90.521500), Route carried "on" structure: County highway 86, Year Built: 1997, Status: Posted for load, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 130 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 195 (year 2043), Design Load: H 10, Features Intersected: TERRYS CREEK, Facility Carried by Structure: SPEARS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 6.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.85m (12.63ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $342,000, Roadway Improvement Cost: $274,000, Total Project Cost: $616,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA5700000000016, Location: SEC 29 T 1N R 7E (Lat: 31.022111, Lng: -90.521500), Route carried "on" structure: County highway 86, Year Built: 1997, Status: Posted for load, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 130 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 195 (year 2043), Design Load: H 10, Features Intersected: TERRYS CREEK, Facility Carried by Structure: SPEARS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 6.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.85m (12.63ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $342,000, Roadway Improvement Cost: $274,000, Total Project Cost: $616,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: SA5700000000018, Location: SEC 36 T 1N R 7E B (Lat: 31.012028, Lng: -90.462306), Route carried "on" structure: County highway 246, Year Built: 1982, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 1,100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,650 (year 2043), Design Load: HS 20, Features Intersected: TANGIPAHOA RIVER, Facility Carried by Structure: OSYKA PROGRESS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.03m (69.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,200,000, Roadway Improvement Cost: $1,760,000, Total Project Cost: $3,960,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA5700000000018, Location: SEC 36 T 1N R 7E B (Lat: 31.012028, Lng: -90.462306), Route carried "on" structure: County highway 246, Year Built: 1982, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 1,100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,650 (year 2043), Design Load: HS 20, Features Intersected: TANGIPAHOA RIVER, Facility Carried by Structure: OSYKA PROGRESS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 21.03m (69.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,200,000, Roadway Improvement Cost: $1,760,000, Total Project Cost: $3,960,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: SA5700000000019, Location: SEC 36 T 1N R 7E B (Lat: 31.012861, Lng: -90.458111), Route carried "on" structure: County highway 246, Year Built: 2001, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,650 (year 2043), Design Load: HS 20, Features Intersected: RELIEF TANGIPAHOA RIVER, Facility Carried by Structure: OSYKA PROGRESS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, Length Of Structure Improvement: 7.82m (25.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $497,000, Roadway Improvement Cost: $398,000, Total Project Cost: $895,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA5700000000019, Location: SEC 36 T 1N R 7E B (Lat: 31.012861, Lng: -90.458111), Route carried "on" structure: County highway 246, Year Built: 2001, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,650 (year 2043), Design Load: HS 20, Features Intersected: RELIEF TANGIPAHOA RIVER, Facility Carried by Structure: OSYKA PROGRESS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, Length Of Structure Improvement: 7.82m (25.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $497,000, Roadway Improvement Cost: $398,000, Total Project Cost: $895,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: SA570000000002, Location: SEC 36 T 1N R 7E (Lat: 31.004689, Lng: -90.448669), Route carried "on" structure: County highway 88, Year Built: 1981, Status: Closed, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 130 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 195 (year 2043), Design Load: H 10, Features Intersected: BALA CHITTO CREEK, Facility Carried by Structure: STATE LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.358, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Fair, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.31m (17.42ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $344,000, Total Project Cost: $774,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA570000000002, Location: SEC 36 T 1N R 7E (Lat: 31.004689, Lng: -90.448669), Route carried "on" structure: County highway 88, Year Built: 1981, Status: Closed, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 130 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 195 (year 2043), Design Load: H 10, Features Intersected: BALA CHITTO CREEK, Facility Carried by Structure: STATE LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.358, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Fair, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.31m (17.42ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $344,000, Total Project Cost: $774,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: SA5700000000021, Location: SEC 36 T 1N R 7E (Lat: 31.005325, Lng: -90.449317), Route carried "on" structure: County highway 88, Year Built: 1960, Status: Closed, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 187 (year 2043), Design Load: H 10, Features Intersected: RELIEF BALA CHITTO CREEK, Facility Carried by Structure: STATE LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.163, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Serious, Channel: Fair, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $144,000, Total Project Cost: $323,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA5700000000021, Location: SEC 36 T 1N R 7E (Lat: 31.005325, Lng: -90.449317), Route carried "on" structure: County highway 88, Year Built: 1960, Status: Closed, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 187 (year 2043), Design Load: H 10, Features Intersected: RELIEF BALA CHITTO CREEK, Facility Carried by Structure: STATE LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.163, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Serious, Channel: Fair, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $144,000, Total Project Cost: $323,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: SA570000000019, Location: SEC 24 T 1N R 7E (Lat: 31.036167, Lng: -90.460306), Route carried "on" structure: County highway 89, Year Built: 2013, Status: Open, Structure Length: 2.88m (9.45ft), Average Daily Traffic: 90 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 135 (year 2043), Design Load: HL 93, Features Intersected: LARGE CREEK, Facility Carried by Structure: OLD 51 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.082, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $282,000, Total Project Cost: $634,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels
Structure Number: SA570000000019, Location: SEC 24 T 1N R 7E (Lat: 31.036167, Lng: -90.460306), Route carried "on" structure: County highway 89, Year Built: 2013, Status: Open, Structure Length: 2.88m (9.45ft), Average Daily Traffic: 90 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 135 (year 2043), Design Load: HL 93, Features Intersected: LARGE CREEK, Facility Carried by Structure: OLD 51 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.082, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $282,000, Total Project Cost: $634,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: SA570000000A009, Location: SEC 11 T 1N R 7E B (Lat: 31.060417, Lng: -90.471667), Route carried "on" structure: County highway 89, Year Built: 2013, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 99 (year 2021), Average Future Daily Traffic: 225 (year 2043), Design Load: HL 93, Features Intersected: TANGIPAHOA RIVER, Facility Carried by Structure: ST. MARY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 41.1 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: 31.8 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Bridge Improvement Cost: $900,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,360,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA570000000A009, Location: SEC 11 T 1N R 7E B (Lat: 31.060417, Lng: -90.471667), Route carried "on" structure: County highway 89, Year Built: 2013, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 99 (year 2021), Average Future Daily Traffic: 225 (year 2043), Design Load: HL 93, Features Intersected: TANGIPAHOA RIVER, Facility Carried by Structure: ST. MARY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.1m (134.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 41.1 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: 31.8 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Bridge Improvement Cost: $900,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,360,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: SA570000000A01, Location: SEC_12_T 1N_R 7E B (Lat: 31.060056, Lng: -90.463139), Route carried "on" structure: County highway 89, Year Built: 2013, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 115 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2043), Design Load: HS 15, Features Intersected: SMALL DRAIN, Facility Carried by Structure: OLD 51 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $131,000, Total Project Cost: $294,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: SA570000000A01, Location: SEC_12_T 1N_R 7E B (Lat: 31.060056, Lng: -90.463139), Route carried "on" structure: County highway 89, Year Built: 2013, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 115 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2043), Design Load: HS 15, Features Intersected: SMALL DRAIN, Facility Carried by Structure: OLD 51 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $131,000, Total Project Cost: $294,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: SA570000000A036, Location: SEC 32 T 1N R 8E (Lat: 31.013583, Lng: -90.412417), Route carried "on" structure: County highway 94, Year Built: 2019, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 140 (year 2043), Design Load: HL 93, Features Intersected: MCNAB CREEK, Facility Carried by Structure: FOXCHASE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 50.5 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: 38.9 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: 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, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $280,000, Total Project Cost: $630,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA570000000A036, Location: SEC 32 T 1N R 8E (Lat: 31.013583, Lng: -90.412417), Route carried "on" structure: County highway 94, Year Built: 2019, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 140 (year 2043), Design Load: HL 93, Features Intersected: MCNAB CREEK, Facility Carried by Structure: FOXCHASE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 50.5 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: 38.9 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: 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, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $280,000, Total Project Cost: $630,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 31005840570243, Location: SR 584 OVER I 55 (Lat: 31.011169, Lng: -90.503639), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: SR 584
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 37.738, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 31005840570243, Location: SR 584 OVER I 55 (Lat: 31.011169, Lng: -90.503639), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: SR 584
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 37.738, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 23.5m (77.1ft)
Find on map >> Show street view
Structure Number: 31005840570243, Location: SR 584 OVER I 55 (Lat: 31.011139, Lng: -90.503369), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: SR 584
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 1.238, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 31005840570243, Location: SR 584 OVER I 55 (Lat: 31.011139, Lng: -90.503369), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: SR 584
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 1.238, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 23.5m (77.1ft)
Find on map >> Show street view
Structure Number: 41000550570017, Location: 0.9 MI N SR 584 (Lat: 31.023931, Lng: -90.500769), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: FIRST ROAD WEST
Minimum Vertical Clearance: 4.89m (16.04ft), Kilometerpoint: 2.678, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 41000550570017, Location: 0.9 MI N SR 584 (Lat: 31.023931, Lng: -90.500769), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: FIRST ROAD WEST
Minimum Vertical Clearance: 4.89m (16.04ft), Kilometerpoint: 2.678, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Find on map >> Show street view
Structure Number: 41000550570017, Location: 0.9 MI N SR 584 (Lat: 31.024189, Lng: -90.501361), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: FIRST ROAD WEST
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 36.276, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 41000550570017, Location: 0.9 MI N SR 584 (Lat: 31.024189, Lng: -90.501361), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: FIRST ROAD WEST
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 36.276, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Find on map >> Show street view
Structure Number: 41000550570029, Location: 2.9 MI N LA STATE LINE (Lat: 31.041219, Lng: -90.497269), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: ELARTON ROAD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 4.624, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 41000550570029, Location: 2.9 MI N LA STATE LINE (Lat: 31.041219, Lng: -90.497269), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: ELARTON ROAD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 4.624, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Find on map >> Show street view
Structure Number: 41000550570029, Location: 2.9 MI N LA STATE LINE (Lat: 31.041581, Lng: -90.497839), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: ELARTON ROAD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 34.319, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 41000550570029, Location: 2.9 MI N LA STATE LINE (Lat: 31.041581, Lng: -90.497839), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: ELARTON ROAD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 34.319, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Find on map >> Show street view
Structure Number: 41000550570045, Location: 4.5 MI N LA STATE LINE (Lat: 31.063739, Lng: -90.493369), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: CHATAWA ROAD
Minimum Vertical Clearance: 4.86m (15.94ft), Kilometerpoint: 31.826, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 41000550570045, Location: 4.5 MI N LA STATE LINE (Lat: 31.063739, Lng: -90.493369), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: CHATAWA ROAD
Minimum Vertical Clearance: 4.86m (15.94ft), Kilometerpoint: 31.826, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Find on map >> Show street view
Structure Number: 41000550570045, Location: 4.5 MI N LA STATE LINE (Lat: 31.063669, Lng: -90.492750), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: CHATAWA ROAD
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 7.149, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 41000550570045, Location: 4.5 MI N LA STATE LINE (Lat: 31.063669, Lng: -90.492750), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 55, Facility Carried by Structure: CHATAWA ROAD
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 7.149, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)