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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: 18 Total length: 365 meters (1,198ft) Total costs: $9,988,000 Total average daily traffic: 193,930 Total average daily truck traffic: 16,736 National Bridge Inventory (NBI) Registered Bridges for Natchez
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 21000610010416A, Location: 0.6 MI S US 84 WEST (Lat: 31.521294, Lng: -91.388519), Route carried "on" structure: US 61, Year Built: 1960, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 12,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 18,000 (year 2026), Design Load: HS 20, Features Intersected: ST CATHERINE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.678, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: March 2008, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $200,000, Total Project Cost: $960,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000610010416B, Location: 0.6 MI S US 84 WEST (Lat: 31.521239, Lng: -91.388481), Route carried "on" structure: US 61, Year Built: 1978, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 15,000 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 22,500 (year 2024), Design Load: HS 20, Features Intersected: ST CATHERINE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.671, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 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: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000610010434A, Location: 1.1 MI N US 84 WEST (Lat: 31.540661, Lng: -91.376708), Route carried "on" structure: US 61, Year Built: 1947, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 15,000 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 22,500 (year 2024), Design Load: HS 15, Features Intersected: CNIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.370, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $200,000, Total Project Cost: $336,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000610010434B, Location: 1.1 MI N US 84 WEST (Lat: 31.540661, Lng: -91.376708), Route carried "on" structure: US 61, Year Built: 1963, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 15,000 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 22,500 (year 2024), Design Load: HS 20, Features Intersected: CNIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.370, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: Very good, Substructure: Very 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: Equal to present desirable 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 2006, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $200,000, Total Project Cost: $336,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2100061001044, Location: 1.7 MI N US 84 WEST (Lat: 31.547778, Lng: -91.373056), Route carried "on" structure: US 61, Year Built: 2007, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 30,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 45,000 (year 2026), Design Load: HS 20, Features Intersected: LIBERTY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.240, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000610010452A, Location: 2.8 MI S US 84 EAST (Lat: 31.561389, Lng: -91.360556), Route carried "on" structure: US 61, Year Built: 1955, Status: Open, Structure Length: 16.73m (54.89ft), Average Daily Traffic: 12,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 18,000 (year 2026), Design Load: HS 15, Features Intersected: ST CATHERINE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.230, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, 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: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: 16.73m (54.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $2,014,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,660,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000610010452B, Location: 2.8 MI S US 84 EAST (Lat: 31.561389, Lng: -91.360556), Route carried "on" structure: US 61, Year Built: 1933, Status: Open, Structure Length: 16.73m (54.89ft), Average Daily Traffic: 12,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 18,000 (year 2026), Design Load: H 15, Features Intersected: ST CATHERINE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.230, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: 16.73m (54.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $2,014,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,660,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000840010001A, Location: MISS/LA STATE LINE (Lat: 31.559261, Lng: -91.419289), Route carried "on" structure: US 84, Year Built: 1940, Status: Open, Structure Length: 128.17m (420.51ft), Average Daily Traffic: 13,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 19,500 (year 2026), Design Load: H 15, Features Intersected: MISSISSIPPI RIVER Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 128.17m (420.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2007, Critical Feature Inspection Date: September 2007, Underwater Inspection Date: October 2004, Bridge Improvement Cost: $1,438,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,900,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000840010001B, Location: MISS/LA STATE LINE (Lat: 31.559261, Lng: -91.419289), Route carried "on" structure: US 84, Year Built: 1989, Status: Open, Structure Length: 128.08m (420.21ft), Average Daily Traffic: 13,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 19,500 (year 2026), Design Load: HS 20+Mod, Features Intersected: MISSISSIPPI RIVER Minimum Vertical Clearance: 6.63m (21.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, 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: Very good, Superstructure: Good, Substructure: Very good, Channel: Very 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: September 2007, Critical Feature Inspection Date: September 2007, Underwater Inspection Date: October 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31005550010003, Location: 0.3 MI N US 61 (Lat: 31.578417, Lng: -91.367953), Route carried "on" structure: State highway 555, Year Built: 1998, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 7,900 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 11,850 (year 2024), Design Load: HS 20, Features Intersected: ZURHALLEN BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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 2006 Find on map >>
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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: Febuary 2008 Find on map >>
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: March 2008, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $19,000, Total Project Cost: $38,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
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: March 2008, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $264,000, Total Project Cost: $528,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA010000000006, Location: SEC 29 T 7N R 3W B (Lat: 31.524428, Lng: -91.422089), Route carried "on" structure: County highway 64, Year Built: 1950, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 300 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2028), Features Intersected: BR OF ST CATHERINE CREEK, Facility Carried by Structure: RIVER TERMINAL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), 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: 9.3m (30.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 27.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Critical Feature Inspection Date: Febuary 2008, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $285,000, Total Project Cost: $570,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000840010002, Location: 0.1 MI E LA ST LINE (Lat: 31.556111, Lng: -91.416111), Route carried "under" structure: US 84, Year Built: 1987, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 11,000 (year 2004), Truck Traffic: 8%, Features Intersected: US 84, Facility Carried by Structure: CNIC RR Minimum Vertical Clearance: 5.26m (17.26ft), 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 >>
Structure Number: 21000840010002, Location: 0.1 MI E LA ST LINE (Lat: 31.556111, Lng: -91.416111), Route carried "under" structure: US 84, Year Built: 1987, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 11,000 (year 2004), Truck Traffic: 8%, Features Intersected: US 84, Facility Carried by Structure: CNIC RR Minimum Vertical Clearance: 5.13m (16.83ft), 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 >>
Structure Number: 31009280010002, Location: 0.2 MI N US 84 (Lat: 31.541111, Lng: -91.396667), Route carried "under" structure: State highway 928, Year Built: 1940, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10,000 (year 2004), Truck Traffic: 1%, Features Intersected: HOMOCHITTO STREET, Facility Carried by Structure: CNIC RR Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.186, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.5m (31.2ft) Discuss this city on our hugely popular Mississippi forum Back to: Natchez, MS, Mississippi, All US cities.
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