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Bridge Statistics for Natchez, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Natchez, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 17
Total length: 360 meters (1,181ft) Total costs: $54,946,000 Total average daily traffic: 190,230 Total average daily truck traffic: 16,458 National Bridge Inventory (NBI) Registered Bridges for Natchez
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 21000610010416A, Location: 0.6 MI S US 84 WEST (Lat: 31.521833, Lng: -91.389186), Route carried "on" structure: US 61, Year Built: 1960, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 12,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 18,000 (year 2029), Design Load: HS 20, Features Intersected: ST CATHERINE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.733, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 64.0m (210.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $200,000, Total Project Cost: $960,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000610010416B, Location: 0.6 MI S US 84 WEST (Lat: 31.521014, Lng: -91.388489), Route carried "on" structure: US 61, Year Built: 1978, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 15,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 22,500 (year 2029), Design Load: HS 20, Features Intersected: ST CATHERINE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.470, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000610010434A, Location: 1.1 MI N US 84 WEST (Lat: 31.540603, Lng: -91.376944), Route carried "on" structure: US 61, Year Built: 1947, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 14,500 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 21,750 (year 2029), Design Load: HS 15, Features Intersected: CNIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.086, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.31m (20.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $576,000, Roadway Improvement Cost: $58,000, Total Project Cost: $1,646,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000610010434B, Location: 1.1 MI N US 84 WEST (Lat: 31.540231, Lng: -91.376967), Route carried "on" structure: US 61, Year Built: 1963, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 14,500 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 21,750 (year 2029), Design Load: HS 20, Features Intersected: CNIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.178, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $200,000, Total Project Cost: $336,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 2100061001044, Location: 1.7 MI N US 84 WEST (Lat: 31.547628, Lng: -91.373419), Route carried "on" structure: US 61, Year Built: 2007, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 29,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 43,500 (year 2029), Design Load: HS 20, Features Intersected: LIBERTY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.073, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.6m (93.8ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 37.5m (123.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 87.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000610010452A, Location: 2.8 MI S US 84 EAST (Lat: 31.561525, Lng: -91.359672), Route carried "on" structure: US 61, Year Built: 1955, Status: Open, Structure Length: 16.73m (54.89ft), Average Daily Traffic: 12,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 18,000 (year 2029), Design Load: HS 15, Features Intersected: ST CATHERINE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.850, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 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: 20.76m (68.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $1,997,000, Roadway Improvement Cost: $200,000, Total Project Cost: $5,568,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000610010452B, Location: 2.8 MI S US 84 EAST (Lat: 31.560969, Lng: -91.361303), Route carried "on" structure: US 61, Year Built: 1933, Status: Open, Structure Length: 16.73m (54.89ft), Average Daily Traffic: 12,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 18,000 (year 2029), Design Load: H 15, Features Intersected: ST CATHERINE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.154, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 4, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 20.76m (68.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Bridge Improvement Cost: $1,997,000, Roadway Improvement Cost: $200,000, Total Project Cost: $5,568,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000840010001A, Location: MISS/LA STATE LINE (Lat: 31.564350, Lng: -91.425464), Route carried "on" structure: US 84, Year Built: 1940, Status: Open, Structure Length: 128.17m (420.51ft), Average Daily Traffic: 12,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 18,000 (year 2029), Design Load: H 15, Features Intersected: MISSISSIPPI RIVER Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.002, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 18.0m (59.1ft), Horizontal Clearance: 122.0m (400.3ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 6, Length of Maximum Span: 266.7m (875.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 134.58m (441.54ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 10, Critical Feature Inspection Date: October 11, Underwater Inspection Date: December 2009, Bridge Improvement Cost: $16,075,000, Roadway Improvement Cost: $1,608,000, Total Project Cost: $40,188,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000840010001B, Location: MISS/LA STATE LINE (Lat: 31.555981, Lng: -91.416164), Route carried "on" structure: US 84, Year Built: 1989, Status: Open, Structure Length: 128.08m (420.21ft), Average Daily Traffic: 12,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 18,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: MISSISSIPPI RIVER Minimum Vertical Clearance: 6.63m (21.75ft), Kilometerpoint: 4.369, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Navigation Control: Yes ( Vertical Clearance: 18.0m (59.1ft), Horizontal Clearance: 122.0m (400.3ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 5, Length of Maximum Span: 266.7m (875.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 10, Critical Feature Inspection Date: October 11, Underwater Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 31005550010003, Location: 0.3 MI N US 61 (Lat: 31.563767, Lng: -91.369356), Route carried "on" structure: State highway 555, Year Built: 1998, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 7,700 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 11,500 (year 2029), Design Load: HS 20, Features Intersected: ZURHALLEN BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.453, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: 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: June 10 Find on map >> Show street view
Structure Number: SA0100000000041, Location: SEC 3 T 6N R 3W B (Lat: 31.521325, Lng: -91.394578), Route carried "on" structure: County highway 410, Year Built: 1976, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,000 (year 2008), Average Future Daily Traffic: 4,500 (year 2028), Design Load: HS 20, Features Intersected: SPANISH BAYOU, Facility Carried by Structure: HIGHLAND BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: SA0100000000042, Location: SEC 4 T 6N R 3W B (Lat: 31.513514, Lng: -91.395686), Route carried "on" structure: County highway 126, Year Built: 1966, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 4,170 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 6,255 (year 2028), Design Load: HS 15, Features Intersected: BULLHEAD BAYOU, Facility Carried by Structure: BELTLINE HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.816, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: December 11 Find on map >> Show street view
Structure Number: SA0100000000055, Location: SEC 74 T 7N R 2W (Lat: 31.541769, Lng: -91.365503), Route carried "on" structure: County highway 472, Year Built: 1979, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 300 (year 2008), Average Future Daily Traffic: 450 (year 2028), Design Load: H 15, Features Intersected: DRAIN, Facility Carried by Structure: MARGARET AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $23,000, Total Project Cost: $46,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: SA0100000000059, Location: SEC 24 T 7N R 3W (Lat: 31.555742, Lng: -91.410867), Route carried "on" structure: County highway 215, Year Built: 1960, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 9,260 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 13,890 (year 2028), Design Load: HS 20, Features Intersected: NATCHEZ & SOUTHERN RR, Facility Carried by Structure: CANAL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $317,000, Total Project Cost: $634,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 21000840010002, Location: 0.1 MI E LA ST LINE (Lat: 31.555369, Lng: -91.416544), Route carried "under" structure: US 84, Year Built: 1987, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 12,000 (year 2008), Truck Traffic: 8%, Features Intersected: US 84, Facility Carried by Structure: CNIC RR Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.492, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Find on map >> Show street view
Structure Number: 21000840010002, Location: 0.1 MI E LA ST LINE (Lat: 31.555369, Lng: -91.416544), Route carried "under" structure: US 84, Year Built: 1987, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 12,000 (year 2008), Truck Traffic: 8%, Features Intersected: US 84, Facility Carried by Structure: CNIC RR Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 0.492, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft) Find on map >> Show street view
Structure Number: 31009280010002, Location: 0.2 MI N US 84 (Lat: 31.540611, Lng: -91.396822), Route carried "under" structure: State highway 928, Year Built: 1940, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 8,800 (year 2008), Truck Traffic: 1%, Features Intersected: HOMOCHITTO STREET, Facility Carried by Structure: CNIC RR Minimum Vertical Clearance: 4.28m (14.04ft), Kilometerpoint: 0.186, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.5m (31.2ft)
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