Bridge Statistics for Yazoo City, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 21000492822021,  Location: 1.1 MI S US 49W (Lat: 32.868042,  Lng: -90.394228),  Route carried "on" structure: US 49,  Year Built: 1940,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 12,000 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,000 (year 2025),  Design Load: H 15,  Features Intersected: WILLIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.100,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Excellent,  Culverts: Very good,  Inventory Rating: 66.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.61m (2.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $284,000 ( Estimate for 2000)

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Structure Number: 21000494822033,  Location: SR 16 OVER SR 3 (Lat: 32.854853,  Lng: -90.430456),  Route carried "on" structure: State highway 16,  Year Built: 1988,  Status: Open,  Structure Length: 137.62m (451.51ft),  Average Daily Traffic: 3,800 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,700 (year 2025),  Design Load: HS 20,  Features Intersected: SR 3 & YAZOO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.180,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 38.0m (124.7ft), Horizontal Clearance: 46.0m (150.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 46,  Length of Maximum Span: 108.2m (355.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31000030820363,  Location: 0.5 MI N US 149 (Lat: 32.860794,  Lng: -90.427992),  Route carried "on" structure: State highway 3,  Year Built: 1962,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 4,300 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,450 (year 2025),  Design Load: HS 20,  Features Intersected: YAZOO RIVER TRIB DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.811,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  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: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31000030820372,  Location: 1.4 MI N US 49W (Lat: 32.872686,  Lng: -90.420514),  Route carried "on" structure: State highway 3,  Year Built: 1963,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 4,300 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,450 (year 2025),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.316,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  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: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31000030820381,  Location: 2.3 MI N US 49W (Lat: 32.880947,  Lng: -90.415339),  Route carried "on" structure: State highway 3,  Year Built: 1963,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,300 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,450 (year 2025),  Design Load: HS 20,  Features Intersected: WILLIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.361,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb 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: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.5 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31000030820387,  Location: SR 3 OVER US 49W (Lat: 32.891667,  Lng: -90.409444),  Route carried "on" structure: State highway 3,  Year Built: 2002,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 4,800 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,200 (year 2025),  Design Load: HS 20,  Features Intersected: US 49W
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 43.270,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31000030820398,  Location: US 49W OVER US 49E (Lat: 32.886883,  Lng: -90.388686),  Route carried "on" structure: US 49W,  Year Built: 1963,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 2,300 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,450 (year 2024),  Design Load: HS 20,  Features Intersected: US 49E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37000030820398A,  Location: JCT US 49E/US 49W (Lat: 32.886944,  Lng: -90.388611),  Route carried "on" structure: Ramp US 49E,  Year Built: 2002,  Status: Open,  Structure Length: 34.07m (111.78ft),  Average Daily Traffic: 6,800 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,200 (year 2025),  Design Load: HS 20,  Features Intersected: CNIC RAILROAD
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 58.0m (190.3ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 37000030820398B,  Location: JCT US 49/US 49W (Lat: 32.886667,  Lng: -90.388611),  Route carried "on" structure: Ramp US 49W,  Year Built: 2002,  Status: Open,  Structure Length: 29.97m (98.33ft),  Average Daily Traffic: 6,800 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,200 (year 2025),  Design Load: HS 20,  Features Intersected: US 49E/CNIC RAILROAD
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 8,  Length of Maximum Span: 42.5m (139.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA8200000000158,  Location: SEC 22 T12N R 2W (Lat: 32.870556,  Lng: -90.396528),  Route carried "on" structure: City street 540,  Year Built: 1968,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,800 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,700 (year 2026),  Design Load: HS 20,  Features Intersected: WILLIS CREEK,  Facility Carried by Structure: GRAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Good,  Culverts: Very 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008

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Structure Number: SA8200000000162,  Location: SEC 29 T12N R 2W (Lat: 32.854444,  Lng: -90.416944),  Route carried "on" structure: City street 560,  Year Built: 1960,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 400 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 600 (year 2026),  Design Load: H 15,  Features Intersected: CITY CANAL,  Facility Carried by Structure: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  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: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $32,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA8200000000164,  Location: SEC 32 T12N R 2W (Lat: 32.844528,  Lng: -90.419722),  Route carried "on" structure: City street 74,  Year Built: 1982,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 800 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,200 (year 2026),  Design Load: HS 20,  Features Intersected: LAKE YAZOO,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA8200000000165,  Location: SEC 32 T12N R 2W (Lat: 32.850000,  Lng: -90.417778),  Route carried "on" structure: City street 565,  Year Built: 1960,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 800 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,200 (year 2026),  Design Load: H 15,  Features Intersected: CITY CANAL,  Facility Carried by Structure: MADISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $44,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA8200000000166,  Location: SEC 32 T12N R 2W (Lat: 32.848333,  Lng: -90.419167),  Route carried "on" structure: City street 566,  Year Built: 1974,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 200 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 300 (year 2026),  Design Load: H 15,  Features Intersected: CITY CANAL,  Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $69,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21000494822033,  Location: SR 16 OVER SR 3 (Lat: 32.854853,  Lng: -90.430456),  Route carried "under" structure: State highway 3,  Year Built: 1988,  Structure Length: 137.62m (451.51ft),  Average Daily Traffic: 4,300 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 3 & YAZOO RIVER,  Facility Carried by Structure: SR 16/SR 149
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 39.141,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 108.2m (355.0ft)

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Structure Number: 21000494822033,  Location: SR 16 OVER SR 3 (Lat: 32.854853,  Lng: -90.430456),  Route carried "under" structure: State highway 3,  Year Built: 1988,  Structure Length: 137.62m (451.51ft),  Average Daily Traffic: 4,300 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 3 & YAZOO RIVER,  Facility Carried by Structure: SR 16/SR 149
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 39.141,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 108.2m (355.0ft)

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Structure Number: 31000030820387,  Location: SR 3 OVER US 49W (Lat: 32.891667,  Lng: -90.409444),  Route carried "under" structure: US 49W,  Year Built: 2002,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 10%,  Features Intersected: US 49W,  Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.227,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 31000030820387,  Location: SR 3 OVER US 49W (Lat: 32.891667,  Lng: -90.409444),  Route carried "under" structure: US 49W,  Year Built: 2002,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 10%,  Features Intersected: US 49W,  Facility Carried by Structure: SR 3
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.227,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 31000030820398,  Location: US 49W OVER US 49E (Lat: 32.886883,  Lng: -90.388686),  Route carried "under" structure: US 49E,  Year Built: 1963,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 2,000 (year 2004),  Truck Traffic: 8%,  Features Intersected: US 49E,  Facility Carried by Structure: US 49W
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 31000030820398,  Location: US 49W OVER US 49E (Lat: 32.886883,  Lng: -90.388686),  Route carried "under" structure: US 49E,  Year Built: 1963,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 2,000 (year 2004),  Truck Traffic: 8%,  Features Intersected: US 49E,  Facility Carried by Structure: US 49W
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 37000030820398B,  Location: JCT US 49/US 49W (Lat: 32.886667,  Lng: -90.388611),  Route carried "under" structure: US 49,  Year Built: 2002,  Structure Length: 29.97m (98.33ft),  Average Daily Traffic: 3,100 (year 2005),  Truck Traffic: 10%,  Features Intersected: US 49E/CNIC RAILROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 3.198,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.5m (139.4ft)