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Bridge Statistics for Meridian, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Meridian, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 105 Total length: 599 meters (1,965ft) Total costs: $12,061,000 Total average daily traffic: 1,057,640 Total average daily truck traffic: 105,524 National Bridge Inventory (NBI) Registered Bridges for Meridian
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 11000590381484A, Location: 0.8 MI E JCT I 20 I 59 (Lat: 32.343842, Lng: -88.766006), Route carried "on" structure: Interstate 59, Year Built: 1948, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 18,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 27,000 (year 2025), Design Load: H 20, Features Intersected: RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.801, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $79,000, Roadway Improvement Cost: $200,000, Total Project Cost: $279,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590381484B, Location: 0.8 MI E JCT I 59 I 20 (Lat: 32.346389, Lng: -88.758356), Route carried "on" structure: Interstate 59, Year Built: 1965, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 18,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 27,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.801, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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, 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 Find on map >>
Structure Number: 11000590381485A, Location: 0.9 MI E JCT I 59 I 20 (Lat: 32.343875, Lng: -88.765919), Route carried "on" structure: Interstate 59, Year Built: 1948, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 18,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 27,000 (year 2025), Design Load: H 20, Features Intersected: RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.900, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, 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: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $200,000, Total Project Cost: $263,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590381485B, Location: 0.9 MI E JCT I 59 I 20 (Lat: 32.343875, Lng: -88.765919), Route carried "on" structure: Interstate 59, Year Built: 1965, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 18,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 27,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.900, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), 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: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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, 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 Find on map >>
Structure Number: 11000590381490A, Location: 1.4 MI E JCT I 59 I 20 (Lat: 32.347667, Lng: -88.753467), Route carried "on" structure: Interstate 59, Year Built: 1948, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 18,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 27,000 (year 2025), Design Load: H 20, Features Intersected: OKATIBEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.060, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, 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: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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: 13.41m (44.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $200,000, Total Project Cost: $400,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590381490B, Location: 1.4 MI E JCT I 59/I 20 (Lat: 32.347669, Lng: -88.753458), Route carried "on" structure: Interstate 59, Year Built: 1965, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 18,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 27,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: OKATIBEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.061, 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: 1, Number Of Approach Spans: 9, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.9 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 Find on map >>
Structure Number: 11000590381497, Location: 0.6 MI W JCT I 59 US 11 (Lat: 32.349583, Lng: -88.745961), Route carried "on" structure: Interstate 59, Year Built: 1965, Year Reconstructed: 1974, Status: Open, Structure Length: 16.86m (55.31ft), Average Daily Traffic: 51,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 76,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: 65TH AVE, KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.799, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, 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: 17.0m (55.8ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.86m (55.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $200,000, Total Project Cost: $515,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590381503, Location: I20/I59 OVER US 11 SOUTH (Lat: 32.349517, Lng: -88.735083), Route carried "on" structure: Interstate 59, Year Built: 1974, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 51,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 76,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: US 11, NORFOLK S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.846, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 32.2m (105.6ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590381509C, Location: 0.6 MI E US 11 (Lat: 32.348822, Lng: -88.725686), Route carried "on" structure: Interstate 59, Year Built: 1973, Status: Open, Structure Length: 11.64m (38.19ft), Average Daily Traffic: 51,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 76,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: SOWASHEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.739, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 27.4m (89.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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, 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 Find on map >>
Structure Number: 11000590381512, Location: 0.9 MI E US 11 (Lat: 32.348744, Lng: -88.719897), Route carried "on" structure: Interstate 59, Year Built: 1973, Status: Open, Structure Length: 17.47m (57.32ft), Average Daily Traffic: 48,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 72,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.286, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 28.1m (92.2ft), Out-to-Out Width: 30.1m (98.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.5 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: High priority of corrective action, 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 Find on map >>
Structure Number: 11000590381522, Location: 1.9 MI E US 11 (Lat: 32.348828, Lng: -88.702356), Route carried "on" structure: Interstate 59, Year Built: 1973, Status: Open, Structure Length: 27.04m (88.71ft), Average Daily Traffic: 43,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 64,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: GRAND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.940, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 25.2m (82.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590381530B, Location: I 20/I 59 OVER SR 145 (Lat: 32.353047, Lng: -88.691106), Route carried "on" structure: Interstate 59, Year Built: 1957, Year Reconstructed: 1973, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 48,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 72,000 (year 2025), Design Load: HS 20, Features Intersected: SR 145 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.126, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 28.4m (93.2ft), Out-to-Out Width: 30.1m (98.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.80m (19.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,360,000, Roadway Improvement Cost: $136,000, Total Project Cost: $2,040,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590381532, Location: 0.2 MI E SR 145 SOUTH (Lat: 32.357294, Lng: -88.684467), Route carried "on" structure: Interstate 59, Year Built: 1949, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 43,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 64,500 (year 2025), Design Load: H 15, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.912, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $200,000, Total Project Cost: $270,000 ( Estimate for 2000) Find on map >>
Structure Number: 11000590381534, Location: 0.4 MI E SR 145 SOUTH (Lat: 32.356992, Lng: -88.684942), Route carried "on" structure: Interstate 59, Year Built: 1973, Status: Open, Structure Length: 37.12m (121.78ft), Average Daily Traffic: 43,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 64,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: M AND B RR, FRT RD CON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.856, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 25.2m (82.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590381542, Location: 1.2 MI E SR 145 SOUTH (Lat: 32.366031, Lng: -88.673319), Route carried "on" structure: Interstate 59, Year Built: 1949, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 43,000 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 64,500 (year 2025), Design Load: HS 20, Features Intersected: RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.348, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft) Condition: Channel: Satisfactory, Culverts: Very good, Inventory Rating: 81.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $200,000, Total Project Cost: $298,000 ( Estimate for 2000) Find on map >>
Structure Number: 11000590381544A, Location: BONITA INTERCHANGE (Lat: 32.366589, Lng: -88.672736), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 21,500 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 32,250 (year 2025), Design Load: HS 20+Mod, Features Intersected: SR 19 SOUTH/SR 39 NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.431, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), 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: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $200,000, Total Project Cost: $312,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000590381544B, Location: BONITA INTERCHANGE (Lat: 32.366589, Lng: -88.672736), Route carried "on" structure: Interstate 59, Year Built: 1961, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 21,500 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 32,250 (year 2025), Design Load: HS 20+Mod, Features Intersected: SR 19 SOUTH/SR 39 NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.431, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $200,000, Total Project Cost: $312,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17000590381509B, Location: 0.6 MI E US 11 (Lat: 32.348822, Lng: -88.725686), Route carried "on" structure: Ramp Interstate 59, Year Built: 1973, Status: Open, Structure Length: 11.64m (38.19ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SOWASHEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.739, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 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, 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 Find on map >>
Structure Number: 17000590381509D, Location: 0.6 MI E US 11 (Lat: 32.348822, Lng: -88.725783), Route carried "on" structure: Ramp Interstate 59, Year Built: 1973, Status: Open, Structure Length: 13.50m (44.29ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SOWASHEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.730, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.0 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, 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 Find on map >>
Structure Number: 18000590381509A, Location: 0.6 MI E US 11 (Lat: 32.348889, Lng: -88.725833), Route carried "on" structure: Other road 59, Year Built: 1973, Status: Open, Structure Length: 11.64m (38.19ft), Average Daily Traffic: 1,100 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 1,650 (year 2025), Design Load: HS 20, Features Intersected: SOWASHEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.730, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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 Find on map >>
Structure Number: 18000590381530A, Location: ON NORTH FRONTAGE RD (Lat: 32.352886, Lng: -88.691361), Route carried "on" structure: Other road 59, Year Built: 1973, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 22,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: SOWASHEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.096, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.1 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: Better than present minimum 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 Find on map >>
Structure Number: 18000590381531, Location: NE FRONTAGE RD (Lat: 32.352600, Lng: -88.691811), Route carried "on" structure: Other road 59, Year Built: 1965, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 11,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 16,500 (year 2025), Design Load: HS 20, Features Intersected: SOWASHEE CREEK, Facility Carried by Structure: FRONTAGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.043, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 11, 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: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $118,000, Roadway Improvement Cost: $200,000, Total Project Cost: $318,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000190380219, Location: 0.2 MI N I 59 (Lat: 32.353661, Lng: -88.732361), Route carried "on" structure: State highway 19, Year Built: 1988, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 19,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 28,500 (year 2025), Design Load: HS 20, Features Intersected: KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.946, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.0m (78.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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 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 Find on map >>
Structure Number: 31000190380239, Location: 2.7 MI N I 59 (Lat: 32.380369, Lng: -88.747486), Route carried "on" structure: State highway 19, Year Built: 1936, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 24,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 36,000 (year 2025), Design Load: H 15, Features Intersected: DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.843, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $200,000, Total Project Cost: $306,000 ( Estimate for 2000) Find on map >>
Structure Number: 31000390380001, Location: 0.1 MI N I 59 (Lat: 32.368100, Lng: -88.676175), Route carried "on" structure: State highway 39, Year Built: 1990, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 25,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 37,500 (year 2025), Design Load: HS 20, Features Intersected: SOWASHEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.376, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 10.42m (34.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $200,000, Total Project Cost: $458,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000390380003, Location: 0.3 MI N I 59 (Lat: 32.370414, Lng: -88.679292), Route carried "on" structure: State highway 39, Year Built: 1990, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 25,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 37,500 (year 2025), Design Load: HS 20, Features Intersected: BUSINESS HWY 19 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.770, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000390380004, Location: 0.4 MI N I 59 (Lat: 32.371914, Lng: -88.680608), Route carried "on" structure: State highway 39, Year Built: 1990, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 25,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 37,500 (year 2025), Design Load: HS 20, Features Intersected: KCS RR, NORFOLK S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.977, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31001450380719, Location: 0.1 MI N I 20/I 59 (Lat: 32.354647, Lng: -88.692125), Route carried "on" structure: State highway 145, Year Built: 1990, Status: Open, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 19,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 28,500 (year 2025), Design Load: HS 20, Features Intersected: SOWASHEE CREEK Minimum Vertical Clearance: 6.90m (22.64ft), Kilometerpoint: 15.450, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 31.3m (102.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 51000590381508A, Location: 0.5 MI E US 11 (Lat: 32.348889, Lng: -88.726667), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 1,200 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 1,800 (year 2025), Design Load: HS 20, Features Intersected: I 59/I 20, Facility Carried by Structure: 49TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.180, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), 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: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Somewhat better than minimum adequacy, 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 Find on map >>
Structure Number: 51000590381508B, Location: 0.5 MI E US 11 (Lat: 32.348342, Lng: -88.726678), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 1,200 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 1,800 (year 2025), Design Load: HS 20, Features Intersected: I 59/I 20, Facility Carried by Structure: 49TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.180, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), 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: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Somewhat better than minimum adequacy, 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 Find on map >>
Structure Number: SA3800000000005, Location: SEC 8 T 6N R16E (Lat: 32.382778, Lng: -88.683889), Route carried "on" structure: Business City street , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 120 (year 2005), Average Future Daily Traffic: 180 (year 2024), Design Load: HS 20, Features Intersected: ROBBINS BRANCH, Facility Carried by Structure: CROSS CREEK O PARK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, 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: 3.0m (9.8ft) 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: SA3800000000006, Location: SEC 8 T 6N R16E (Lat: 32.381111, Lng: -88.682778), Route carried "on" structure: Business City street , Year Built: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 300 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2024), Design Load: H 15, Features Intersected: ROBBINS BRANCH, Facility Carried by Structure: EAST GATE SHOP CTR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $13,000, Total Project Cost: $64,000 ( Estimate for 2005), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3800000000007, Location: SEC 18 T 6N R16E (Lat: 32.359167, Lng: -88.707778), Route carried "on" structure: City street 9431, Year Built: 1991, Status: Open, Structure Length: 29.57m (97.01ft), Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2024), Design Load: HS 20, Features Intersected: 5TH STREET- MID SOUTH RR, Facility Carried by Structure: 29TH AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.070, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA380000000001, Location: SEC 36 T 7N R15E (Lat: 32.402500, Lng: -88.712500), Route carried "on" structure: City street 8140, Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,230 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 6,345 (year 2026), Design Load: H 15, Features Intersected: GALLAGHER CREEK, Facility Carried by Structure: 35TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.457, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Critical, Channel: Good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2007, Other Special Inspection Date: November 2007, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $30,000, Total Project Cost: $96,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA3800000000075, Location: SEC 1 T 6N R15E (Lat: 32.392222, Lng: -88.712778), Route carried "on" structure: City street 498, Year Built: 1971, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,150 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 1,725 (year 2026), Design Load: H 15, Features Intersected: GALLAGHER CREEK, Facility Carried by Structure: 34TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.716, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Satisfactory, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2007, Other Special Inspection Date: November 2007, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $12,000, Total Project Cost: $103,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA3800000000076, Location: SEC 1 T 6N R15E (Lat: 32.394722, Lng: -88.714444), Route carried "on" structure: City street 512, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 900 (year 2024), Design Load: H 15, Features Intersected: GALLAGHER CREEK, Facility Carried by Structure: 36TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.251, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Channel: Satisfactory, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $12,000, Total Project Cost: $43,000 ( Estimate for 2004) Find on map >>
Structure Number: SA3800000000077, Location: SEC 1 T 6N R15E (Lat: 32.399167, Lng: -88.711111), Route carried "on" structure: City street 7239, Year Built: 1970, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,700 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 2,550 (year 2026), Design Load: H 15, Features Intersected: GALLAGHER CREEK, Facility Carried by Structure: 40TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.392, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Critical, Channel: Good, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2007, Other Special Inspection Date: November 2007, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $26,000, Total Project Cost: $95,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA3800000000078, Location: SEC 1 T 6N R15E (Lat: 32.398056, Lng: -88.712778), Route carried "on" structure: City street 568, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 660 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 990 (year 2024), Design Load: H 15, Features Intersected: GALLAGHER CREEK, Facility Carried by Structure: 38TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.109, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Channel: Good, Culverts: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $8,000, Total Project Cost: $38,000 ( Estimate for 2002) Find on map >>
Structure Number: SA3800000000079, Location: SEC 3 T 6N R15E (Lat: 32.395556, Lng: -88.748889), Route carried "on" structure: City street 1891, Year Built: 1979, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 190 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 285 (year 2024), Design Load: HS 15, Features Intersected: LOPER CREEK, Facility Carried by Structure: BOUNDS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.275, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3800000000081, Location: SEC 12 T 6N R15E (Lat: 32.367972, Lng: -88.716944), Route carried "on" structure: City street 412, Year Built: 1940, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,420 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 3,630 (year 2024), Design Load: H 15, Features Intersected: GALLAGHER CREEK, Facility Carried by Structure: ROYAL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.021, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $26,000, Total Project Cost: $86,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA3800000000082, Location: SEC 12 T 6N R15E (Lat: 32.385000, Lng: -88.716944), Route carried "on" structure: City street 8145, Year Built: 1945, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,750 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 4,125 (year 2024), Design Load: H 15, Features Intersected: GALLAGHER CREEK, Facility Carried by Structure: 26TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.143, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $13,000, Total Project Cost: $67,000 ( Estimate for 2004) Structure Number: SA3800000000083, Location: SEC 12 T 6N R15E, Route carried "on" structure: City street 504, Year Built: 1914, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 470 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 705 (year 2024), Design Load: H 10, Features Intersected: GALLAGHER CREEK, Facility Carried by Structure: 19TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.457, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $26,000, Total Project Cost: $97,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: SA3800000000084, Location: SEC 12 T 6N R15E, Route carried "on" structure: City street 665, Year Built: 1914, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 710 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 1,065 (year 2024), Design Load: H 10, Features Intersected: OLD PEDESTRIAN BRIDGE, Facility Carried by Structure: 35TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.610, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $2,000, Total Project Cost: $36,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA3800000000085, Location: SEC 12 T 6N R15E (Lat: 32.378056, Lng: -88.718333), Route carried "on" structure: City street 7250, Year Built: 1940, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,600 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 9,900 (year 2024), Features Intersected: GALLAGHER CREEK, Facility Carried by Structure: 20TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.469, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $30,000, Total Project Cost: $140,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Mississippi forum Back to: Meridian, MS, Mississippi, All US cities.
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