Bridge Statistics for Bude, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 344ft / 105mTotal length
- $2,308,510,000Total costs
- 42,490Total average daily traffic
- 6,012Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bude
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 31950-1959
- 21960-1969
- 101970-1979
- 41980-1989
- 11990-1999
- 32000-2009
- Bridge Condition - Deck
- 5.9%Very good
- 64.7%Good
- 23.5%Satisfactory
- 5.9%Failed
- Bridge Condition - Superstructure
- 52.9%Very good
- 17.6%Good
- 11.8%Satisfactory
- 5.9%Fair
- 5.9%Poor
- 5.9%Failed
- Bridge Condition - Substructure
- 52.9%Very good
- 23.5%Good
- 17.6%Satisfactory
- 5.9%Failed
- Bridge Condition - Channel
- 6.7%Excellent
- 13.3%Very good
- 6.7%Good
- 60.0%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 80704000011957, Location: NO DATA ENTERED (Lat: 31.451269, Lng: -90.781789), Route carried "on" structure: Federal lands road 145, Year Built: 2008, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20, Features Intersected: MCGHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.600, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.9 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: 19.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80704000011957, Location: NO DATA ENTERED (Lat: 31.451269, Lng: -90.781789), Route carried "on" structure: Federal lands road 145, Year Built: 2008, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 50 (year 0000), Average Future Daily Traffic: 75 (year 2042), Design Load: HS 20, Features Intersected: MCGHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.600, Lanes on structure: 2, Owner: U.S. Forest Service, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.9 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: 19.4 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21000840190380A, Location: 0.3 MI E US 98 (Lat: 31.468608, Lng: -90.863133), Route carried "on" structure: US 84, Year Built: 1977, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20, Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.598, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.1 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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000840190380A, Location: 0.3 MI E US 98 (Lat: 31.468608, Lng: -90.863133), Route carried "on" structure: US 84, Year Built: 1977, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20, Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.598, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.1 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: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000840190380B, Location: 0.3 MI E US 98 (Lat: 31.468086, Lng: -90.863831), Route carried "on" structure: US 84, Year Built: 1977, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20, Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.294, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000840190380B, Location: 0.3 MI E US 98 (Lat: 31.468086, Lng: -90.863831), Route carried "on" structure: US 84, Year Built: 1977, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20, Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.294, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000840190383, Location: 0.7 MI E US 98 (Lat: 31.469586, Lng: -90.858828), Route carried "on" structure: US 84, Year Built: 1977, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,400 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: HS 20, Features Intersected: ROLLINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.801, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 21000840190383, Location: 0.7 MI E US 98 (Lat: 31.469586, Lng: -90.858828), Route carried "on" structure: US 84, Year Built: 1977, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,400 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: HS 20, Features Intersected: ROLLINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.801, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 21000840190404A, Location: 2.7 MI E US 98 (Lat: 31.477428, Lng: -90.824728), Route carried "on" structure: US 84, Year Built: 1961, Year Reconstructed: 1999, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,450 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HS 20, Features Intersected: NORTH DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.676, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, 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: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000840190404A, Location: 2.7 MI E US 98 (Lat: 31.477428, Lng: -90.824728), Route carried "on" structure: US 84, Year Built: 1961, Year Reconstructed: 1999, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,450 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HS 20, Features Intersected: NORTH DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.676, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, 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: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000840190404B, Location: 2.7 MI E US 98 (Lat: 31.476928, Lng: -90.824808), Route carried "on" structure: US 84, Year Built: 1979, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,450 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HS 20, Features Intersected: NORTH DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.269, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), 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-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $410,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $708,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000840190404B, Location: 2.7 MI E US 98 (Lat: 31.476928, Lng: -90.824808), Route carried "on" structure: US 84, Year Built: 1979, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,450 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HS 20, Features Intersected: NORTH DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.269, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), 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-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $410,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $708,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000840190418A, Location: 10.6 MI W LINCOLN CL (Lat: 31.490275, Lng: -90.807422), Route carried "on" structure: US 84, Year Built: 2000, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,450 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HS 20, Features Intersected: LADDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.502, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21000840190418A, Location: 10.6 MI W LINCOLN CL (Lat: 31.490275, Lng: -90.807422), Route carried "on" structure: US 84, Year Built: 2000, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,450 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HS 20, Features Intersected: LADDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.502, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21000840190418B, Location: 10.6 MI W LINCOLN CL (Lat: 31.489864, Lng: -90.807389), Route carried "on" structure: US 84, Year Built: 1980, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 2,450 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HS 20, Features Intersected: LADDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.460, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), 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-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $9,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $242,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000840190418B, Location: 10.6 MI W LINCOLN CL (Lat: 31.489864, Lng: -90.807389), Route carried "on" structure: US 84, Year Built: 1980, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 2,450 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HS 20, Features Intersected: LADDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.460, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), 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-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $9,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $242,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000980190429A, Location: US 98 OVER US 84 (Lat: 31.466097, Lng: -90.868464), Route carried "on" structure: US 98, Year Built: 1974, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,750 (year 2040), Design Load: HS 20, Features Intersected: US 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000980190429A, Location: US 98 OVER US 84 (Lat: 31.466097, Lng: -90.868464), Route carried "on" structure: US 98, Year Built: 1974, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,750 (year 2040), Design Load: HS 20, Features Intersected: US 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000980190429B, Location: US 98 OVER US 84 (Lat: 31.466717, Lng: -90.869275), Route carried "on" structure: US 98, Year Built: 1974, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,750 (year 2040), Design Load: HS 20, Features Intersected: US 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000980190429B, Location: US 98 OVER US 84 (Lat: 31.466717, Lng: -90.869275), Route carried "on" structure: US 98, Year Built: 1974, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,750 (year 2040), Design Load: HS 20, Features Intersected: US 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000980190447, Location: 1.1 MI E SR 184 (Lat: 31.444417, Lng: -90.856650), Route carried "on" structure: US 98, Year Built: 1951, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: H 15, Features Intersected: ROLLINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000980190447, Location: 1.1 MI E SR 184 (Lat: 31.444417, Lng: -90.856650), Route carried "on" structure: US 98, Year Built: 1951, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: H 15, Features Intersected: ROLLINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2100098019045, Location: 1.4 MI E SR 184 (Lat: 31.441447, Lng: -90.856011), Route carried "on" structure: US 98, Year Built: 1951, Status: Open, Structure Length: 21.09m (69.19ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 15, Features Intersected: HOMOCHITTO RIVER
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 3.312, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 9, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.77m (84.55ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $252,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2100098019045, Location: 1.4 MI E SR 184 (Lat: 31.441447, Lng: -90.856011), Route carried "on" structure: US 98, Year Built: 1951, Status: Open, Structure Length: 21.09m (69.19ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 15, Features Intersected: HOMOCHITTO RIVER
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 3.312, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 9, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 9, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.77m (84.55ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $252,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001840190379, Location: 0.1 MI E US 98 (Lat: 31.459517, Lng: -90.857567), Route carried "on" structure: State highway 184, Year Built: 1950, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 3,200 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: H 15, Features Intersected: ROLLINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.374, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $98,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $357,000,000
Structure Number: 31001840190379, Location: 0.1 MI E US 98 (Lat: 31.459517, Lng: -90.857567), Route carried "on" structure: State highway 184, Year Built: 1950, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 3,200 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: H 15, Features Intersected: ROLLINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.374, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $98,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $357,000,000
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Structure Number: 31005560190025, Location: 0.5 MI W US 98 (Lat: 31.444539, Lng: -90.864011), Route carried "on" structure: State highway 556, Year Built: 1985, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 270 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 270 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.012, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 31005560190025, Location: 0.5 MI W US 98 (Lat: 31.444539, Lng: -90.864011), Route carried "on" structure: State highway 556, Year Built: 1985, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 270 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 270 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.012, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31005560190029, Location: 0.2 MI W US 98 (Lat: 31.442239, Lng: -90.858931), Route carried "on" structure: State highway 556, Year Built: 1985, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 270 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 270 (year 2040), Design Load: HS 20, Features Intersected: ROLLINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.556, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 31005560190029, Location: 0.2 MI W US 98 (Lat: 31.442239, Lng: -90.858931), Route carried "on" structure: State highway 556, Year Built: 1985, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 270 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 270 (year 2040), Design Load: HS 20, Features Intersected: ROLLINS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.556, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA1900000000073, Location: SEC 6 T 6N R 4E (Lat: 31.522778, Lng: -90.846667), Route carried "on" structure: County highway 108, Year Built: 1940, Status: Posted for load, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 75 (year 2035), Features Intersected: NORTH DRY CREEK, Facility Carried by Structure: SULLIVAN ROAD
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $200,000, Total Project Cost: $600,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA1900000000073, Location: SEC 6 T 6N R 4E (Lat: 31.522778, Lng: -90.846667), Route carried "on" structure: County highway 108, Year Built: 1940, Status: Posted for load, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 75 (year 2035), Features Intersected: NORTH DRY CREEK, Facility Carried by Structure: SULLIVAN ROAD
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $200,000, Total Project Cost: $600,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA1900000000076, Location: SEC_17_T 6N_R 4E (Lat: 31.481111, Lng: -90.826944), Route carried "on" structure: County highway 185, Year Built: 2002, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 75 (year 2013), Average Future Daily Traffic: 200 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: SCHMIDT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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 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, Channel: Excellent, Operating Rating: 68.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1900000000076, Location: SEC_17_T 6N_R 4E (Lat: 31.481111, Lng: -90.826944), Route carried "on" structure: County highway 185, Year Built: 2002, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 75 (year 2013), Average Future Daily Traffic: 200 (year 2033), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: SCHMIDT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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 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, Channel: Excellent, Operating Rating: 68.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1900000000077, Location: SEC 20 T 6N R 4E B (Lat: 31.467400, Lng: -90.828267), Route carried "on" structure: County highway 228, Year Built: 1984, Status: Closed, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 75 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2033), Features Intersected: SMALL DRAIN, Facility Carried by Structure: MONROE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-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: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA1900000000077, Location: SEC 20 T 6N R 4E B (Lat: 31.467400, Lng: -90.828267), Route carried "on" structure: County highway 228, Year Built: 1984, Status: Closed, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 75 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 100 (year 2033), Features Intersected: SMALL DRAIN, Facility Carried by Structure: MONROE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-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: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $100,000, Total Project Cost: $400,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA190000000008, Location: SEC 31 T 6N R 4E B (Lat: 31.436650, Lng: -90.847550), Route carried "on" structure: County highway 216, Year Built: 1964, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 150 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2033), Design Load: H 15, Features Intersected: PORTER CREEK, Facility Carried by Structure: BERRYTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $130,000, Total Project Cost: $161,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA190000000008, Location: SEC 31 T 6N R 4E B (Lat: 31.436650, Lng: -90.847550), Route carried "on" structure: County highway 216, Year Built: 1964, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 150 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2033), Design Load: H 15, Features Intersected: PORTER CREEK, Facility Carried by Structure: BERRYTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $31,000, Roadway Improvement Cost: $130,000, Total Project Cost: $161,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1900000000126, Location: SEC_ 6_T 6N_R 4E (Lat: 31.520833, Lng: -90.847778), Route carried "on" structure: County highway 1080, Year Built: 1998, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2043), Design Load: H 20, Features Intersected: NORTH DRY CREEK, Facility Carried by Structure: OAK GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, 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: 3, 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: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000, Deck Structure Type: Wood or Timber
Structure Number: SA1900000000126, Location: SEC_ 6_T 6N_R 4E (Lat: 31.520833, Lng: -90.847778), Route carried "on" structure: County highway 1080, Year Built: 1998, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2043), Design Load: H 20, Features Intersected: NORTH DRY CREEK, Facility Carried by Structure: OAK GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, 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: 3, 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: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000, Deck Structure Type: Wood or Timber
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Structure Number: 21000980190429A, Location: US 98 OVER US 84 (Lat: 31.466519, Lng: -90.868839), Route carried "under" structure: US 84, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 2,050 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: US 98
Minimum Vertical Clearance: 5.75m (18.86ft), Kilometerpoint: 24.187, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 21000980190429A, Location: US 98 OVER US 84 (Lat: 31.466519, Lng: -90.868839), Route carried "under" structure: US 84, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 2,050 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: US 98
Minimum Vertical Clearance: 5.75m (18.86ft), Kilometerpoint: 24.187, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 21000980190429A, Location: US 98 OVER US 84 (Lat: 31.466331, Lng: -90.868669), Route carried "under" structure: US 84, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 2,050 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: US 98
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 29.795, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 21000980190429A, Location: US 98 OVER US 84 (Lat: 31.466331, Lng: -90.868669), Route carried "under" structure: US 84, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 2,050 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: US 98
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 29.795, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 21000980190429B, Location: US 98 OVER US 84 (Lat: 31.466450, Lng: -90.869039), Route carried "under" structure: US 84, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 2,150 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: US 98
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 24.208, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 21000980190429B, Location: US 98 OVER US 84 (Lat: 31.466450, Lng: -90.869039), Route carried "under" structure: US 84, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 2,150 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: US 98
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 24.208, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 21000980190429B, Location: US 98 OVER US 84 (Lat: 31.466250, Lng: -90.868861), Route carried "under" structure: US 84, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 2,150 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: US 98
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 29.774, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 21000980190429B, Location: US 98 OVER US 84 (Lat: 31.466250, Lng: -90.868861), Route carried "under" structure: US 84, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 2,150 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: US 98
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 29.774, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)