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

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Structure Number: 31000140801325,  Location: 0.8 MI E SR 15 (Lat: 33.123994,  Lng: -89.044244),  Route carried "on" structure: State highway 14,  Year Built: 1974,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 6,200 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,300 (year 2025),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.499,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007

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Structure Number: 31000150801921A,  Location: SR 15 SOUTH OVER SR 25 (Lat: 33.107500,  Lng: -89.080000),  Route carried "on" structure: State highway 15,  Year Built: 2001,  Status: Open,  Structure Length: 11.78m (38.65ft),  Average Daily Traffic: 2,500 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,750 (year 2025),  Design Load: HS 20,  Features Intersected: SR 25
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 21.600,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: 31000150801921B,  Location: SR 15 SOUTH OVER SR 25 (Lat: 33.107500,  Lng: -89.080000),  Route carried "on" structure: State highway 15,  Year Built: 2001,  Status: Open,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 2,600 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,900 (year 2025),  Design Load: HS 20,  Features Intersected: SR 25
Minimum Vertical Clearance: 99.90m (327.76ft),  Kilometerpoint: 21.600,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.5m (103.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: 31000150801950A,  Location: 1.7 MI N SR 14 (Lat: 33.150278,  Lng: -89.086111),  Route carried "on" structure: State highway 15,  Year Built: 1972,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 3,250 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,875 (year 2025),  Design Load: HS 20,  Features Intersected: CO RD, KCS RR, OLD SR 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.200,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000150801950B,  Location: 1.7 MI N SR 14 (Lat: 33.150278,  Lng: -89.086111),  Route carried "on" structure: State highway 15,  Year Built: 1972,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 3,250 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,875 (year 2025),  Design Load: HS 20,  Features Intersected: CO RD, KCS RR, OLD SR 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.200,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA8000000000072,  Location: SEC 22 T15N R12E (Lat: 33.133333,  Lng: -89.053056),  Route carried "on" structure: City street 138,  Year Built: 1975,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 550 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 825 (year 2026),  Design Load: H 15,  Features Intersected: CREEK,  Facility Carried by Structure: IVY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  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: 12.4m (40.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.16m (3.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $66,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA8000000000073,  Location: SEC 27 T15N R12E (Lat: 33.133056,  Lng: -89.046111),  Route carried "on" structure: City street 294,  Year Built: 1998,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 4,500 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,750 (year 2026),  Design Load: HS 20,  Features Intersected: NANAWAYA CREEK,  Facility Carried by Structure: COLUMBUS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  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: September 2007

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Structure Number: SA8000000000074,  Location: SEC 27 T15N R12E (Lat: 33.131444,  Lng: -89.040222),  Route carried "on" structure: City street 482,  Year Built: 1991,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 420 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 630 (year 2026),  Design Load: HS 20,  Features Intersected: NANAWAYA CREEK,  Facility Carried by Structure: EAST RIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft)

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

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Structure Number: SA8000000000075,  Location: SEC 28 T15N R12E (Lat: 33.123889,  Lng: -89.061111),  Route carried "on" structure: City street 341,  Year Built: 1974,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 570 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 855 (year 2026),  Design Load: HS 15,  Features Intersected: ICG RAILROAD,  Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $93,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $137,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31000150801921A,  Location: SR 15 SOUTH OVER SR 25 (Lat: 33.107500,  Lng: -89.080000),  Route carried "under" structure: State highway 25,  Year Built: 2001,  Structure Length: 11.78m (38.65ft),  Average Daily Traffic: 1,900 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 25,  Facility Carried by Structure: SR 15
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 3.066,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 31000150801921A,  Location: SR 15 SOUTH OVER SR 25 (Lat: 33.107500,  Lng: -89.080000),  Route carried "under" structure: State highway 25,  Year Built: 2001,  Structure Length: 11.78m (38.65ft),  Average Daily Traffic: 1,900 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 25,  Facility Carried by Structure: SR 15
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 3.066,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 31000150801921B,  Location: SR 15 SOUTH OVER SR 25 (Lat: 33.107500,  Lng: -89.080000),  Route carried "under" structure: State highway 25,  Year Built: 2001,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 1,900 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 25,  Facility Carried by Structure: SR 15
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 3.066,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.5m (103.3ft)

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Structure Number: 31000150801921B,  Location: SR 15 SOUTH OVER SR 25 (Lat: 33.107500,  Lng: -89.080000),  Route carried "under" structure: State highway 25,  Year Built: 2001,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 1,900 (year 2005),  Truck Traffic: 8%,  Features Intersected: SR 25,  Facility Carried by Structure: SR 15
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 3.066,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.5m (103.3ft)