Bridge Statistics for Long Beach, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 272ft / 83.5mTotal length
- $351,000Total costs
- 149,500Total average daily traffic
- 21,660Total average daily truck traffic
- 178,500Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Long Beach
- No street view available for this location
- New bridges - historical statistics
- 41960-1969
- 31970-1979
- 51990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 6.7%Very good
- 40.0%Good
- 53.3%Satisfactory
- Bridge Condition - Superstructure
- 26.7%Very good
- 46.7%Good
- 26.7%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- Bridge Condition - Channel
- 15.4%Excellent
- 23.1%Very good
- 38.5%Good
- 23.1%Satisfactory
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Structure Number: 11000100240287A, Location: 6.7 MI W US 49 (Lat: 30.415592, Lng: -89.202114), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 19.26m (63.19ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 26,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: WOLF RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.871, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 22.6m (74.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.6 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: Better than present minimum 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000100240287A, Location: 6.7 MI W US 49 (Lat: 30.415592, Lng: -89.202114), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 19.26m (63.19ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 26,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: WOLF RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.871, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 22.6m (74.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.6 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: Better than present minimum 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000100240287B, Location: 6.7 MI W US 49 (Lat: 30.414581, Lng: -89.203786), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 19.26m (63.19ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 26,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: WOLF RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.918, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 22.6m (74.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.6 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: Better than present minimum 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000100240287B, Location: 6.7 MI W US 49 (Lat: 30.414581, Lng: -89.203786), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 19.26m (63.19ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 26,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: WOLF RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.918, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 22.6m (74.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.6 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: Better than present minimum 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000100240294A, Location: 5.9 MI W US 49 (Lat: 30.417164, Lng: -89.191211), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 26,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: RED CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.798, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000100240294A, Location: 5.9 MI W US 49 (Lat: 30.417164, Lng: -89.191211), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 26,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: RED CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.798, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000100240294B, Location: 5.9 MI W US 49 (Lat: 30.416858, Lng: -89.191822), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 26,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: RED CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.109, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000100240294B, Location: 5.9 MI W US 49 (Lat: 30.416858, Lng: -89.191822), Route carried "on" structure: Interstate 10, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 26,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: RED CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.109, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA2400000000125, Location: SEC 32 T 7S R12W B (Lat: 30.393408, Lng: -89.206375), Route carried "on" structure: County highway 256, Year Built: 1979, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,200 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 1,800 (year 2032), Design Load: H 15, Features Intersected: WOLF RIVER, Facility Carried by Structure: BELLS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2400000000125, Location: SEC 32 T 7S R12W B (Lat: 30.393408, Lng: -89.206375), Route carried "on" structure: County highway 256, Year Built: 1979, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,200 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 1,800 (year 2032), Design Load: H 15, Features Intersected: WOLF RIVER, Facility Carried by Structure: BELLS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2400000000146, Location: SEC 2 T 8S R12W B (Lat: 30.383761, Lng: -89.153708), Route carried "on" structure: County highway 607, Year Built: 1976, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: H 15, Features Intersected: CANAL NO. 2, Facility Carried by Structure: 28TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2400000000146, Location: SEC 2 T 8S R12W B (Lat: 30.383761, Lng: -89.153708), Route carried "on" structure: County highway 607, Year Built: 1976, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: H 15, Features Intersected: CANAL NO. 2, Facility Carried by Structure: 28TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2400000000147, Location: SEC 3 T 8S R12W (Lat: 30.376389, Lng: -89.176000), Route carried "on" structure: City street 2160, Year Built: 1995, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 3,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 4,500 (year 2032), Design Load: HS 20, Features Intersected: WEST CREEK, Facility Carried by Structure: DAUGHTERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2400000000147, Location: SEC 3 T 8S R12W (Lat: 30.376389, Lng: -89.176000), Route carried "on" structure: City street 2160, Year Built: 1995, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 3,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 4,500 (year 2032), Design Load: HS 20, Features Intersected: WEST CREEK, Facility Carried by Structure: DAUGHTERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2400000000148, Location: SEC 3 T 8S R12W (Lat: 30.373889, Lng: -89.174444), Route carried "on" structure: City street 2160, Year Built: 1999, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 4,500 (year 2032), Design Load: HS 20, Features Intersected: CANAL NO 2, Facility Carried by Structure: DAUGHTERY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2400000000148, Location: SEC 3 T 8S R12W (Lat: 30.373889, Lng: -89.174444), Route carried "on" structure: City street 2160, Year Built: 1999, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 4,500 (year 2032), Design Load: HS 20, Features Intersected: CANAL NO 2, Facility Carried by Structure: DAUGHTERY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2400000000151, Location: SEC 8 T 8S R12W B (Lat: 30.362778, Lng: -89.218333), Route carried "on" structure: County highway 1101, Year Built: 1993, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 5,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2032), Design Load: H 15, Features Intersected: BAYOU PORTAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2400000000151, Location: SEC 8 T 8S R12W B (Lat: 30.362778, Lng: -89.218333), Route carried "on" structure: County highway 1101, Year Built: 1993, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 5,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2032), Design Load: H 15, Features Intersected: BAYOU PORTAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2400000000152, Location: SEC 8 T 8S R12W (Lat: 30.364722, Lng: -89.203889), Route carried "on" structure: County highway 3015, Year Built: 1991, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,800 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 2,700 (year 2032), Design Load: H 15, Features Intersected: CANAL NO 2, Facility Carried by Structure: ESPY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, 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: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2400000000152, Location: SEC 8 T 8S R12W (Lat: 30.364722, Lng: -89.203889), Route carried "on" structure: County highway 3015, Year Built: 1991, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,800 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 2,700 (year 2032), Design Load: H 15, Features Intersected: CANAL NO 2, Facility Carried by Structure: ESPY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, 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: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Better than present minimum criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2400000000153, Location: SEC 10 T 8S R12W B (Lat: 30.368889, Lng: -89.187222), Route carried "on" structure: County highway 2151, Year Built: 1995, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2032), Design Load: HS 20, Features Intersected: CANAL NO 2, Facility Carried by Structure: BEAT LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Precast Panels
Structure Number: SA2400000000153, Location: SEC 10 T 8S R12W B (Lat: 30.368889, Lng: -89.187222), Route carried "on" structure: County highway 2151, Year Built: 1995, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2032), Design Load: HS 20, Features Intersected: CANAL NO 2, Facility Carried by Structure: BEAT LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA2400000000154, Location: SEC 11 T 8S R12W (Lat: 30.360556, Lng: -89.162500), Route carried "on" structure: City street 2076, Year Built: 2012, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 6,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 9,000 (year 2030), Design Load: HL 93, Features Intersected: CANAL NO 1, Facility Carried by Structure: PINEVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $50,000, Total Project Cost: $325,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2400000000154, Location: SEC 11 T 8S R12W (Lat: 30.360556, Lng: -89.162500), Route carried "on" structure: City street 2076, Year Built: 2012, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 6,000 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 9,000 (year 2030), Design Load: HL 93, Features Intersected: CANAL NO 1, Facility Carried by Structure: PINEVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $50,000, Total Project Cost: $325,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2400000000155, Location: SEC 12 T 8S R12W (Lat: 30.369136, Lng: -89.150597), Route carried "on" structure: City street 2030, Year Built: 1971, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: H 15, Features Intersected: CANAL NO 1, Facility Carried by Structure: COMMISSION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2400000000155, Location: SEC 12 T 8S R12W (Lat: 30.369136, Lng: -89.150597), Route carried "on" structure: City street 2030, Year Built: 1971, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: H 15, Features Intersected: CANAL NO 1, Facility Carried by Structure: COMMISSION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2400000000156, Location: SEC 12 T 8S R12W (Lat: 30.367222, Lng: -89.153333), Route carried "on" structure: City street 2071, Year Built: 2010, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 10,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 15,000 (year 2032), Design Load: HL 93, Features Intersected: CANAL NO 1, Facility Carried by Structure: KLONDIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Precast Panels
Structure Number: SA2400000000156, Location: SEC 12 T 8S R12W (Lat: 30.367222, Lng: -89.153333), Route carried "on" structure: City street 2071, Year Built: 2010, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 10,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 15,000 (year 2032), Design Load: HL 93, Features Intersected: CANAL NO 1, Facility Carried by Structure: KLONDIKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA2400000000157, Location: SEC 15 T 8S R12W B (Lat: 30.344722, Lng: -89.186944), Route carried "on" structure: City street 2151, Year Built: 2002, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 5,000 (year 2032), Design Load: HS 20, Features Intersected: CANAL NO 1, Facility Carried by Structure: BEATLINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.85m (9.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2400000000157, Location: SEC 15 T 8S R12W B (Lat: 30.344722, Lng: -89.186944), Route carried "on" structure: City street 2151, Year Built: 2002, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 4,000 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 5,000 (year 2032), Design Load: HS 20, Features Intersected: CANAL NO 1, Facility Carried by Structure: BEATLINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.85m (9.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete