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Bridge Statistics for Vicksburg, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Vicksburg, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 88 Total length: 555 meters (1,821ft) Total costs: $12,067,000 Total average daily traffic: 758,187 Total average daily truck traffic: 77,151 National Bridge Inventory (NBI) Registered Bridges for Vicksburg
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 11000200750013B, Location: 1.3 MI E LA ST LINE (Lat: 32.310000, Lng: -90.895833), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 24.63m (80.81ft), Average Daily Traffic: 29,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 44,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: IOWA A,KCSRR,STOUT BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.104, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum 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 Find on map >>
Structure Number: 11000200750013C, Location: 1.3 MI E LA ST LINE (Lat: 32.310000, Lng: -90.895833), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 23.87m (78.31ft), Average Daily Traffic: 29,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 43,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: IOWA A,KCSRR,STOUT BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.104, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.87m (78.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $624,000, Roadway Improvement Cost: $200,000, Total Project Cost: $824,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 11000200750015, Location: 1.5 MI E LA ST LINE (Lat: 32.312194, Lng: -90.888897), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 18,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 27,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: US 61N TO I20W RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.804, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000200750017, Location: 1.7 MI E LA ST LINE (Lat: 32.313639, Lng: -90.886131), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 15.76m (51.71ft), Average Daily Traffic: 22,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 33,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: I 20 W TO US 61S RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 11000200750045A, Location: 4.5 MI E LA ST LINE (Lat: 32.325964, Lng: -90.863714), Route carried "on" structure: Interstate 20, Year Built: 1955, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 22,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 33,000 (year 2025), Design Load: HS 20, Features Intersected: OLD HWY 27, KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.950, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.3m (46.9ft), 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: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.11m (26.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $200,000, Total Project Cost: $481,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000200750045B, Location: 4.5 MI E LA ST LINE (Lat: 32.325958, Lng: -90.863719), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 22,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 33,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: OLD HWY 27, KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.950, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000200750048A, Location: 4.8 MI E LA ST LINE (Lat: 32.343611, Lng: -90.842500), Route carried "on" structure: Interstate 20, Year Built: 1955, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 22,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 33,000 (year 2025), Design Load: HS 20, Features Intersected: US 80 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.217, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), 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: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 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 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: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $200,000, Total Project Cost: $326,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000200750048B, Location: 4.8 MI E LA ST LINE (Lat: 32.343611, Lng: -90.842500), Route carried "on" structure: Interstate 20, Year Built: 1960, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 22,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 33,000 (year 2025), Design Load: HS 20, Features Intersected: US 80 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.244, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), 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: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 60.3 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 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: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $200,000, Total Project Cost: $338,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000200750049A, Location: 4.9 MI E LA ST LINE (Lat: 32.343233, Lng: -90.842769), Route carried "on" structure: Interstate 20, Year Built: 1960, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 22,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 33,000 (year 2025), Design Load: HS 20, Features Intersected: US 80 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.397, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 15 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, 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: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $200,000, Total Project Cost: $463,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11000200750049B, Location: 4.9 MI E LA ST LINE (Lat: 32.343233, Lng: -90.842769), Route carried "on" structure: Interstate 20, Year Built: 1960, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 22,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 33,000 (year 2025), Design Load: HS 20, Features Intersected: US 80 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.357, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 15 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, 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: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $200,000, Total Project Cost: $345,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17000200750009, Location: 1.0 MI E LA STATE LINE (Lat: 32.310008, Lng: -90.897522), Route carried "on" structure: Ramp Interstate 20, Year Built: 1971, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: TUNNEL CARRYING KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.945, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft) Condition: Culverts: Very good, Operating Rating: 44.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 17000200750011, Location: 1.1 MI E LA STATE LINE (Lat: 32.310053, Lng: -90.895825), Route carried "on" structure: Ramp Interstate 20, Year Built: 1971, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 4,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 6,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: TUNNEL CARRYING KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.105, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft) Condition: Culverts: Very good, Operating Rating: 44.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 17000200750012, Location: 1.2 MI E LA STATE LINE (Lat: 32.310372, Lng: -90.894075), Route carried "on" structure: Ramp Interstate 20, Year Built: 1971, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 4,500 (year 2025), Design Load: HS 20+Mod, Features Intersected: TUNNEL CARRYING KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.273, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft) Condition: Culverts: Very good, Operating Rating: 44.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: 17000200750013A, Location: 1.3 MI E LA STATE LINE (Lat: 32.310000, Lng: -90.895833), Route carried "on" structure: Ramp Interstate 20, Year Built: 1971, Status: Open, Structure Length: 19.17m (62.89ft), Average Daily Traffic: 8,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 12,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: IOWA AV,KCSRR,STOUT B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.104, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 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 minimum criteria, Waterway Adequacy: Equal to present minimum 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 Find on map >>
Structure Number: 17000200750013D, Location: 1.3 MI E LA STATE LINE (Lat: 32.310000, Lng: -90.895833), Route carried "on" structure: Ramp Interstate 20, Year Built: 1971, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 9,300 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 13,950 (year 2025), Design Load: HS 20+Mod, Features Intersected: IOWA AVE KCSRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.104, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 81.3 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, 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 Find on map >>
Structure Number: 1700020075005, Location: 5.0 MI E LA STATE LINE (Lat: 32.343250, Lng: -90.842744), Route carried "on" structure: Ramp Interstate 20, Year Built: 1960, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 8,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 12,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: US 80 EAST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.423, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Steel, 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000610751173, Location: US 61N OVER I 20E (Lat: 32.348056, Lng: -90.829444), Route carried "on" structure: US 61, Year Built: 1960, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 26,000 (year 2005), Truck Traffic: 25%, Average Future Daily Traffic: 39,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: I 20 EAST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.970, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $200,000, Total Project Cost: $519,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000610751174, Location: US 61N OVER I 20W (Lat: 32.348222, Lng: -90.829214), Route carried "on" structure: US 61, Year Built: 1960, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 26,000 (year 2005), Truck Traffic: 25%, Average Future Daily Traffic: 39,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: I 20 WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.100, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $249,000, Roadway Improvement Cost: $200,000, Total Project Cost: $500,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27000610751127, Location: 17.3 MI N CLAIBORNE CL (Lat: 32.312653, Lng: -90.886908), Route carried "on" structure: Ramp US 61, Year Built: 1971, Status: Open, Structure Length: 17.28m (56.69ft), Average Daily Traffic: 18,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 27,000 (year 2025), Design Load: HS 20, Features Intersected: I 20 WEST TO US 61 SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.788, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 27000610751175, Location: I 20/US 61 NORTH INCHG (Lat: 32.348625, Lng: -90.829203), Route carried "on" structure: Ramp US 61, Year Built: 1960, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 26,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 39,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: I 20 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.012, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, 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: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $200,000, Total Project Cost: $800,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4100020075001, Location: 1.0 MI E LA ST LINE (Lat: 32.310214, Lng: -90.899744), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 12,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 18,000 (year 2025), Design Load: HS 20, Features Intersected: I 20, Facility Carried by Structure: WASHINGTON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.480, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 29.4m (96.5ft), Out-to-Out Width: 30.4m (99.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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 Find on map >>
Structure Number: 51000200750024A, Location: 2.4 MI E LA ST LINE (Lat: 32.318889, Lng: -90.877222), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 11.19m (36.71ft), Average Daily Traffic: 22,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 33,000 (year 2025), Design Load: HS 20, Features Intersected: I 20, Facility Carried by Structure: HALLS FERRY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.412, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 51000200750024B, Location: 2.4 MI E LA ST LINE (Lat: 32.318889, Lng: -90.877222), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 11.31m (37.11ft), Average Daily Traffic: 22,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 33,000 (year 2025), Design Load: HS 20, Features Intersected: I 20, Facility Carried by Structure: HALLS FERRY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.441, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: CEPERDMS0000001, Location: SOUTH OF WABASH ROAD (Lat: 32.305667, Lng: -90.863444), Route carried "on" structure: Federal lands road , Year Built: 1960, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 300 (year 2003), Truck Traffic: 40%, Average Future Daily Traffic: 400 (year 2026), Features Intersected: DURDEN CREEK, Facility Carried by Structure: OHIO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Concrete continuous, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.87m (6.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2005, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $7,000, Total Project Cost: $105,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: CEPERDMS0000002, Location: BETWEEN B-1008 & B-2026 (Lat: 32.296694, Lng: -90.870028), Route carried "on" structure: Federal lands road , Year Built: 1940, Status: Posted for load, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 40%, Average Future Daily Traffic: 1,100 (year 2026), Features Intersected: DURDEN CREEK SPILLWAY, Facility Carried by Structure: MISSISSIPPI ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.97m (13.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2005, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $263,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: CEPERDMS0000003, Location: BETWEEN B-4005 & B-4006 (Lat: 32.305222, Lng: -90.870472), Route carried "on" structure: Federal lands road , Year Built: 1960, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 30 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2026), Features Intersected: STORMDRAIN TO BROWN LAKE, Facility Carried by Structure: TENNESSEE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2005, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA7500000000017, Location: SEC 1 T15N R 3E B (Lat: 32.310000, Lng: -90.865000), Route carried "on" structure: City street 128, Year Built: 1962, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 330 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2028), Design Load: H 15, Features Intersected: DURDENS CREEK, Facility Carried by Structure: BAZINSKY ROAD 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), 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: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Good, 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 corrective action, 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: 2.59m (8.50ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2008, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $130,000, Total Project Cost: $200,000 ( Estimate for 2002), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7500000000018, Location: SEC 4 T15N R 3E (Lat: 32.298333, Lng: -90.898333), Route carried "on" structure: City street 182, Year Built: 1984, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 451 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 615 (year 2028), Design Load: HS 20, Features Intersected: STOUTS BAYOU, Facility Carried by Structure: RIFLE RANGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7500000000019, Location: SEC 11 T15N R 3E (Lat: 32.290000, Lng: -90.896667), Route carried "on" structure: City street 184, Year Built: 1938, Status: Posted for load, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 234 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 615 (year 2028), Design Load: H 10, Features Intersected: LOCAL CREEK, Facility Carried by Structure: CARIO STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2008, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $130,000, Total Project Cost: $230,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7500000000021, Location: SEC 13 T15N R 3E (Lat: 32.295000, Lng: -90.871667), Route carried "on" structure: City street 9654, Year Built: 1946, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,300 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 15,225 (year 2028), Features Intersected: DURDEN CREEK, Facility Carried by Structure: HALLS FERRY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, 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: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $130,000, Total Project Cost: $266,000 ( Estimate for 2001) Find on map >>
Structure Number: SA7500000000022, Location: SEC 17 T15N R 3E B (Lat: 32.280000, Lng: -90.923333), Route carried "on" structure: Spur County highway 267, Year Built: 1965, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 600 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2028), Design Load: H 15, Features Intersected: HENNESSEE BAYOU, Facility Carried by Structure: KEMP BOTTOM ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $130,000, Total Project Cost: $267,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7500000000024, Location: SEC 29 T15N R 3E (Lat: 32.246667, Lng: -90.920000), Route carried "on" structure: County highway 270, Year Built: 2005, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 815 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 975 (year 2028), Design Load: HS 20, Features Intersected: LOCAL CREEK, Facility Carried by Structure: BELVA DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, 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: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7500000000028, Location: SEC 6 T15N R 4E B (Lat: 32.303333, Lng: -90.860000), Route carried "on" structure: County highway 9656, Year Built: 1975, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,500 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 4,200 (year 2028), Design Load: H 15, Features Intersected: LOCAL ROAD, Facility Carried by Structure: PORTER CHAPEL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.500, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $130,000, Total Project Cost: $209,000 ( Estimate for 2001), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7500000000029, Location: SEC 7 T15N R 4E B (Lat: 32.291667, Lng: -90.856667), Route carried "on" structure: City street 10, Year Built: 2002, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 1,500 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 2,250 (year 2028), Design Load: HS 20, Features Intersected: HATCHERS BAYOU, Facility Carried by Structure: HALLS FERRY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, 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: 8, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7500000000035, Location: SEC 2 T16N R 3E B (Lat: 32.386667, Lng: -90.873333), Route carried "on" structure: County highway 19, Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 253 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 345 (year 2028), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: LONG LAKE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: 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: 9.4m (30.8ft), 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: 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: 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 minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $130,000, Total Project Cost: $162,000 ( Estimate for 2002), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7500000000036, Location: SEC 12 T16N R 3E B (Lat: 32.380000, Lng: -90.868333), Route carried "on" structure: County highway 126, Year Built: 1958, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 6,050 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 8,250 (year 2028), Design Load: HS 20, Features Intersected: MIDSOUTH RR LOCAL ROAD, Facility Carried by Structure: HAINING DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $130,000, Total Project Cost: $498,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7500000000037, Location: SEC 13 T16N R 3E (Lat: 32.358333, Lng: -90.863333), Route carried "on" structure: City street 7122, Year Built: 1979, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,650 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 2,250 (year 2028), Design Load: HS 20, Features Intersected: MISSION 66, Facility Carried by Structure: OPENWOOD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Excellent, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7500000000038, Location: SEC 13 T16N R 3E (Lat: 32.360000, Lng: -90.875000), Route carried "on" structure: City street 609, Year Built: 1979, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 500 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2028), Design Load: H 15, Features Intersected: GLASS BAYOU, Facility Carried by Structure: LOCUST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, 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: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $130,000, Total Project Cost: $245,000 ( Estimate for 2001), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7500000000039, Location: SEC 13 T16N R 3E (Lat: 32.360000, Lng: -90.876667), Route carried "on" structure: City street 610, Year Built: 1956, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 400 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2028), Design Load: H 10, Features Intersected: GLASS BAYOU, Facility Carried by Structure: ADAMS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Imminent failure, Channel: Satisfactory, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $130,000, Total Project Cost: $276,000 ( Estimate for 2001), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA750000000004, Location: SEC 13 T16N R 3E (Lat: 32.356667, Lng: -90.878333), Route carried "on" structure: City street 7123, Year Built: 1910, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,320 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 1,800 (year 2028), Features Intersected: GLASS BAYOU, Facility Carried by Structure: CHERRY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.870, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 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: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $130,000, Total Project Cost: $258,000 ( Estimate for 2001), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7500000000041, Location: SEC 19 T16N R 3E (Lat: 32.346667, Lng: -90.871667), Route carried "on" structure: City street 605, Year Built: 1936, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 440 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2028), Features Intersected: STOUTS BAYOU, Facility Carried by Structure: SECOND NORTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Channel: Good, Culverts: Satisfactory, 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $130,000, Total Project Cost: $161,000 ( Estimate for 2001) Find on map >>
Structure Number: SA7500000000042, Location: SEC 19 T16N R 3E (Lat: 32.346667, Lng: -90.873333), Route carried "on" structure: City street 606, Year Built: 1918, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 440 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2028), Features Intersected: STOUTS BAYOU, Facility Carried by Structure: FIRST NORTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 17.1 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: 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2002) Find on map >>
Structure Number: SA7500000000043, Location: SEC 19 T16N R 3E (Lat: 32.346667, Lng: -90.873333), Route carried "on" structure: City street 629, Year Built: 1918, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 440 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2028), Features Intersected: STOUTS BAYOU, Facility Carried by Structure: SOUTH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 17.1 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: Meets minimum limits, Deck Geometry: Better than 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2002) Discuss this city on our hugely popular Mississippi forum Back to: Vicksburg, MS, Mississippi, All US cities.
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