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

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Structure Number: 21000820420606,  Location: 2.1 MI W US 49E SOUTH (Lat: 33.520217,  Lng: -90.203589),  Route carried "on" structure: US 82,  Year Built: 1954,  Status: Open,  Structure Length: 24.20m (79.40ft),  Average Daily Traffic: 22,000 (year 2005),  Truck Traffic: 16%,  Average Future Daily Traffic: 33,000 (year 2025),  Design Load: HS 15,  Features Intersected: YAZOO RIVER
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 26.142,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 35.7 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.38m (79.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: July 2007,  Underwater Inspection Date: November 2004,  Bridge Improvement Cost: $550,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $600,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21000820420625,  Location: 0.2 MI W US 49E SOUTH (Lat: 33.504492,  Lng: -90.184308),  Route carried "on" structure: US 82,  Year Built: 1962,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 22,000 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,000 (year 2025),  Design Load: HS 20,  Features Intersected: CNIC RR/CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.049,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 63.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.27m (30.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $500,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21000820420627,  Location: US 82 OVER US 49E (Lat: 33.503647,  Lng: -90.181314),  Route carried "on" structure: US 82,  Year Built: 1962,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 20,000 (year 2005),  Truck Traffic: 15%,  Average Future Daily Traffic: 30,000 (year 2025),  Design Load: HS 20,  Features Intersected: US 49E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.341,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 93.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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

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Structure Number: 3100007042038,  Location: 0.8 MI N US 82 (Lat: 33.522214,  Lng: -90.151664),  Route carried "on" structure: State highway 7,  Year Built: 1969,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 11,000 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,500 (year 2025),  Design Load: HS 20,  Features Intersected: PELUCIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.903,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA4200000000027,  Location: SEC 10 T19N R 1E (Lat: 33.522167,  Lng: -90.180722),  Route carried "on" structure: City street 1085,  Year Built: 1964,  Status: Open,  Structure Length: 28.13m (92.29ft),  Average Daily Traffic: 9,100 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,650 (year 2026),  Design Load: HS 20,  Features Intersected: YAZOO RIVER,  Facility Carried by Structure: POPLAR STREET
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),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 13,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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 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: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA4200000000028,  Location: SEC 10 T19N R 1E (Lat: 33.522222,  Lng: -90.176667),  Route carried "on" structure: City street 1095,  Year Built: 1988,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,000 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,000 (year 2026),  Design Load: HS 20,  Features Intersected: PALUSHA BAYOU,  Facility Carried by Structure: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  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: 9.1m (29.9ft)

Condition: Channel: Very good,  Culverts: 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: Better than 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: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $48,000 ( Estimate for 2007)

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Structure Number: SA420000000003,  Location: SEC 11 T19N R 1E (Lat: 33.530556,  Lng: -90.163889),  Route carried "on" structure: City street 228,  Year Built: 1971,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 120 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 180 (year 2026),  Design Load: H 15,  Features Intersected: RELIEF DITCH,  Facility Carried by Structure: IONE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $47,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA4200000000031,  Location: SEC 11 T19N R 1E (Lat: 33.520750,  Lng: -90.160556),  Route carried "on" structure: City street 1099,  Year Built: 1994,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 3,000 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,500 (year 2026),  Design Load: HS 20,  Features Intersected: PALUSHA BAYOU,  Facility Carried by Structure: MADISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  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: 3.0m (9.8ft)

Condition: Channel: Very 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007

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Structure Number: SA4200000000105,  Location: SEC 10 T19N R 1E (Lat: 33.518056,  Lng: -90.185000),  Route carried "on" structure: City street 1091,  Year Built: 1925,  Status: Open,  Structure Length: 21.58m (70.80ft),  Average Daily Traffic: 6,200 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,300 (year 2026),  Design Load: HS 15,  Features Intersected: YAZOO RIVER,  Facility Carried by Structure: GRAND BLVD 9504
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.410,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 12,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 22.10m (72.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Underwater Inspection Date: June 2005,  Bridge Improvement Cost: $2,300,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $2,709,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21000820420627,  Location: US 82 OVER US 49E (Lat: 33.503647,  Lng: -90.181314),  Route carried "under" structure: US 49E,  Year Built: 1962,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 3,800 (year 2005),  Truck Traffic: 8%,  Features Intersected: US 49E,  Facility Carried by Structure: US 82
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 18.873,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 21000820420627,  Location: US 82 OVER US 49E (Lat: 33.503647,  Lng: -90.181314),  Route carried "under" structure: US 49E,  Year Built: 1962,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 3,800 (year 2005),  Truck Traffic: 8%,  Features Intersected: US 49E,  Facility Carried by Structure: US 82
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 18.873,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)