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Bridge Statistics for Kenner, Louisiana (LA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Kenner, LA, Louisiana, Louisiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 56 Total length: 1,038 meters (3,406ft) Total costs: $16,470,000 Total average daily traffic: 1,199,160 Total average daily truck traffic: 80,869 National Bridge Inventory (NBI) Registered Bridges for Kenner
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 22600070208591, Location: 0.1 MI EAST OF LA 611-9 (Lat: 29.982583, Lng: -90.268139), Route carried "on" structure: US 61, Year Built: 1976, Status: Open, Structure Length: 44.87m (147.21ft), Average Daily Traffic: 17,100 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 29,070 (year 2028), Design Load: HS 20, Features Intersected: KENNER O'PASS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.821, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 35 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 31, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22600070208592, Location: 0.1 MI EAST OF LA 611-9 (Lat: 29.982583, Lng: -90.268139), Route carried "on" structure: US 61, Year Built: 1976, Status: Open, Structure Length: 44.87m (147.21ft), Average Daily Traffic: 17,100 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 29,070 (year 2028), Design Load: HS 20, Features Intersected: KENNER O'PASS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.821, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 35 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 31, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22602833000611, Location: 02262833000611 (Lat: 30.027222, Lng: -90.238556), Route carried "on" structure: State highway 49, Year Built: 1970, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 54,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 91,800 (year 2028), Design Load: HS 20, Features Intersected: DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.981, Lanes on structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 34.4m (112.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 45.7m (149.9ft) Condition: Channel: Good, Culverts: Good, 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: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $575,000, Roadway Improvement Cost: $57,000, Total Project Cost: $862,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22602833000991, Location: 1.0 MI NORTH OFI-10 (Lat: 30.021694, Lng: -90.239028), Route carried "on" structure: State highway 49, Year Built: 1970, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 54,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 91,800 (year 2028), Design Load: HS 20, Features Intersected: DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 0.0m, Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 48.2m (158.1ft) Condition: Channel: Good, Culverts: Satisfactory, 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: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $511,000, Roadway Improvement Cost: $51,000, Total Project Cost: $766,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22602833002141, Location: 0.05 MI S OF I-10 (Lat: 30.005111, Lng: -90.240472), Route carried "on" structure: State highway 49, Year Built: 2001, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 34,300 (year 2007), Average Future Daily Traffic: 58,310 (year 2028), Design Load: HS 20, Features Intersected: CANAL NO. 3 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.443, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 30.4m (99.7ft), Out-to-Out Width: 65.5m (214.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 39.6 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: 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: September 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22602833003431, Location: 1.35 MI SOUTH OF I-10 (Lat: 29.986333, Lng: -90.242750), Route carried "on" structure: State highway 49, Year Built: 1955, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 25,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 42,500 (year 2028), Design Load: HS 20, Features Intersected: DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.519, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 121.9m (399.9ft) Condition: Channel: Satisfactory, Culverts: Good, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22604501500141, Location: .9 MI EAST OF I-310 (Lat: 30.006861, Lng: -90.277333), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 56,700 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 96,390 (year 2028), Design Load: HS 20, Features Intersected: CANAL NO. 17 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 83.8m (274.9ft) Condition: Channel: Satisfactory, Culverts: Good, 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: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $29,000, Total Project Cost: $448,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22604501500451, Location: 1.2 MI EAST OF I-310 (Lat: 30.007250, Lng: -90.272194), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 62.70m (205.71ft), Average Daily Traffic: 34,020 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 57,834 (year 2028), Design Load: HS 20, Features Intersected: LOYOLA AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Number Of Approach Spans: 24, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22604501500452, Location: 1.2 MI EAST OF I-310 (Lat: 30.007250, Lng: -90.272194), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 62.70m (205.71ft), Average Daily Traffic: 34,020 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 57,834 (year 2028), Design Load: HS 20, Features Intersected: LOYOLA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 20, Number Of Approach Spans: 24, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22604501501641, Location: 2.4 MI EAST OF I-310 (Lat: 30.008694, Lng: -90.252500), Route carried "on" structure: Interstate 10, Year Built: 1971, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 136,900 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 232,730 (year 2028), Design Load: HS 20, Features Intersected: CANAL NO. 19 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.8m (160.1ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 85.3m (279.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 63.0 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: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22604501501901, Location: 2.7 MI EAST OF I-310 (Lat: 30.009028, Lng: -90.248222), Route carried "on" structure: Interstate 10, Year Built: 1967, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 82,140 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 139,638 (year 2028), Design Load: HS 20, Features Intersected: DUNCAN CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22604501501902, Location: 2.7 MI EAST OF I-310 (Lat: 30.009028, Lng: -90.248222), Route carried "on" structure: Interstate 10, Year Built: 1967, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 82,140 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 139,638 (year 2028), Design Load: HS 20, Features Intersected: DUNCAN CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22604501502058, Location: 02264501502058 (Lat: 30.009250, Lng: -90.245917), Route carried "on" structure: Ramp Interstate 10, Year Built: 2001, Status: Open, Structure Length: 34.20m (112.20ft), Average Daily Traffic: 13,690 (year 2007), Average Future Daily Traffic: 23,273 (year 2028), Design Load: HS 20, Features Intersected: I-10 W.B. ON-RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.298, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 12, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.6 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 desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 22604501502061, Location: I-10 OVER LA 49 (Lat: 30.009278, Lng: -90.245556), Route carried "on" structure: Interstate 10, Year Built: 1968, Status: Open, Structure Length: 48.92m (160.50ft), Average Daily Traffic: 82,140 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 139,638 (year 2028), Design Load: HS 20, Features Intersected: I-10 OVER WILLIAMS BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Number Of Approach Spans: 10, Length of Maximum Span: 26.5m (86.9ft), 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: 13.9m (45.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.92m (160.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $4,173,000, Roadway Improvement Cost: $417,000, Total Project Cost: $6,259,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22604501502062, Location: I-10 OVER LA 49 (Lat: 30.009278, Lng: -90.245556), Route carried "on" structure: Interstate 10, Year Built: 1968, Status: Open, Structure Length: 48.92m (160.50ft), Average Daily Traffic: 82,140 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 139,638 (year 2028), Design Load: HS 20, Features Intersected: I-10 OVER WILLIAMS BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Number Of Approach Spans: 10, Length of Maximum Span: 26.5m (86.9ft), 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: 13.9m (45.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.92m (160.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $4,173,000, Roadway Improvement Cost: $417,000, Total Project Cost: $6,259,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22604501502065, Location: 02264501502065 (Lat: 30.009278, Lng: -90.245750), Route carried "on" structure: Ramp Interstate 10, Year Built: 2001, Status: Open, Structure Length: 90.22m (296.00ft), Average Daily Traffic: 13,690 (year 2007), Average Future Daily Traffic: 23,273 (year 2028), Design Load: HS 20, Features Intersected: LA 49; INTGS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 36, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.6 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: Superior to present desirable criteria, Underclear: 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22604501502068, Location: 02264501502068 (Lat: 30.009278, Lng: -90.245750), Route carried "on" structure: Ramp Interstate 10, Year Built: 2001, Status: Open, Structure Length: 43.22m (141.80ft), Average Daily Traffic: 13,690 (year 2007), Average Future Daily Traffic: 23,273 (year 2028), Design Load: HS 20, Features Intersected: LA 49 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Number Of Approach Spans: 14, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 39.6 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22604501502448, Location: .4 MI EAST OF LA 49 (Lat: 30.009283, Lng: -90.239283), Route carried "on" structure: Ramp Interstate 10, Year Built: 1979, Status: Open, Structure Length: 87.39m (286.71ft), Average Daily Traffic: 14,570 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 24,769 (year 2028), Design Load: HS 20, Features Intersected: RAMP TO MOISANT AIRPORT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.926, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 35, Number Of Approach Spans: 15, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22604501502465, Location: .4 MI EAST OF LA 49 (Lat: 30.009283, Lng: -90.238950), Route carried "on" structure: Ramp Interstate 10, Year Built: 1979, Status: Open, Structure Length: 54.32m (178.22ft), Average Daily Traffic: 14,570 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 24,769 (year 2028), Design Load: HS 20, Features Intersected: RAMP FROM MOISANT AIRPOR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.958, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Number Of Approach Spans: 7, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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 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: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22629564901521, Location: 2.7 M NW OF US 90 (Lat: 29.940000, Lng: -90.253333), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,000 (year 1989), Average Future Daily Traffic: 3,400 (year 2028), Design Load: HS 20, Features Intersected: SAUL'S CANAL, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2007, Underwater Inspection Date: October 1992, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22629593901401, Location: 0.7MI.E.OF WILLIAMS (Lat: 29.988333, Lng: -90.233333), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,000 (year 1989), Average Future Daily Traffic: 1,700 (year 2028), Design Load: HS 20, Features Intersected: CANAL NUMBER 5, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 30.4m (99.7ft) Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007 Find on map >>
Structure Number: 22629594901441, Location: 0.0 MI. W.METAIRIE (Lat: 29.990000, Lng: -90.240000), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,000 (year 1979), Average Future Daily Traffic: 3,400 (year 2028), Design Load: HS 20, Features Intersected: CANAL NUMBER 5, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Channel: Fair, Culverts: Poor, Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $8,000, Total Project Cost: $124,000 ( Estimate for 2008) Find on map >>
Structure Number: 22629598901371, Location: 0.2 MI.N.OF 22 ND.ST (Lat: 29.996667, Lng: -90.228333), Route carried "on" structure: County highway , Year Built: 1960, Status: Closed, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 10,000 (year 1979), Average Future Daily Traffic: 17,000 (year 2028), Design Load: HS 20, Features Intersected: CANAL NO.4, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Failed, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $14,000, Total Project Cost: $223,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22629598901401, Location: 0.6 MI. S.OF VETERAN (Lat: 29.996667, Lng: -90.233333), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10,000 (year 1989), Average Future Daily Traffic: 17,000 (year 2028), Design Load: HS 20, Features Intersected: CANAL NUMBER 4, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 82.8m (271.7ft) Condition: Channel: Good, Culverts: Good, Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007 Find on map >>
Structure Number: 22630000901641, Location: 0.5 MI. W. OF ABERDE (Lat: 30.000000, Lng: -90.273333), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.74m (5.71ft), Design Load: H 15, Features Intersected: CANAL NUMBER 17, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Fair, Channel: Satisfactory, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22630001901501, Location: 0.5M SOUTH OF VETERAN (Lat: 30.001667, Lng: -90.250000), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.73m (2.40ft), Design Load: HS 20, Features Intersected: CANAL NUMBER 14, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 36.9 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007 Find on map >>
Structure Number: 22630001901641, Location: 0.15 MI. W. SHARON STREET (Lat: 30.001667, Lng: -90.273333), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 1.74m (5.71ft), Design Load: HS 20, Features Intersected: CANAL NUMBER 17, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Serious, Superstructure: Serious, Substructure: Critical, Channel: Satisfactory, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22630003901651, Location: 0.5 MI. W. OF LOYOLA (Lat: 30.005000, Lng: -90.275000), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.74m (5.71ft), Design Load: HS 20, Features Intersected: CANAL NUMBER 17, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22630004901461, Location: 0.2MI.W.OF WILLIAMS (Lat: 30.006667, Lng: -90.243333), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10,500 (year 1979), Average Future Daily Traffic: 17,850 (year 2028), Design Load: HS 20, Features Intersected: DUNCAN CANAL, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Good, Culverts: Good, Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22630005901601, Location: .4 MI. N. OF VETERAN (Lat: 30.008333, Lng: -90.266667), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Design Load: HS 20, Features Intersected: CANAL NO. 13, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007 Find on map >>
Structure Number: 22630007901441, Location: 1.2 MI E OF LOYOLA AVENUE (Lat: 30.011667, Lng: -90.240000), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.51m (11.52ft), Design Load: HS 20, Features Intersected: DUNCAN CANAL, Facility Carried by Structure: CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22630007901471, Location: 1.2 MI. E. OF LOYOLA (Lat: 30.011667, Lng: -90.245000), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.80m (5.91ft), Design Load: H 15, Features Intersected: DUNCAN CANAL, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 27.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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), 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: 22630009901482, Location: 0.5 MI W OF WILLIAMS BLVD (Lat: 30.015000, Lng: -90.246667), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 4.05m (13.29ft), Design Load: HS 20, Features Intersected: DUNCAN CANAL, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Underwater Inspection Date: Febuary 1992, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22630012901441, Location: 0.2 WEST OF LA 49 (Lat: 30.020000, Lng: -90.240000), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.88m (2.89ft), Design Load: HS 20, Features Intersected: CANAL NO. 2, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Good, Culverts: Good, 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 Find on map >>
Structure Number: 22630012901461, Location: .1 MI. N. OF 34TH ST (Lat: 30.020000, Lng: -90.243333), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Design Load: HS 20, Features Intersected: CANAL NO. 2, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 36.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007 Find on map >>
Structure Number: 22630012901481, Location: 0.3 MI. E. OF CHATEA (Lat: 30.020000, Lng: -90.246667), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 12,850 (year 1979), Average Future Daily Traffic: 21,845 (year 2028), Design Load: HS 20, Features Intersected: DUNCAN CANAL, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2007, Underwater Inspection Date: Febuary 1992, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $22,000, Total Project Cost: $340,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22630012901482, Location: .3MI. E.OF CHATEU BL (Lat: 30.020000, Lng: -90.246667), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 11,800 (year 1979), Average Future Daily Traffic: 20,060 (year 2028), Design Load: HS 20, Features Intersected: DUNCAN CANAL, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2007, Underwater Inspection Date: Febuary 1992, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $394,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22630013901481, Location: 0.1 MI.W. OF TULANE DRIVE (Lat: 30.021667, Lng: -90.246667), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.32m (7.61ft), Design Load: HS 20, Features Intersected: CANAL #17, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 39.6 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: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22630013901482, Location: 0.1 MI W. OF TULANE DR. (Lat: 30.021667, Lng: -90.246667), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 1.74m (5.71ft), Design Load: HS 20, Features Intersected: CANAL NO. 17, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 20.7 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: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2007, Underwater Inspection Date: August 1992, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $14,000, Total Project Cost: $220,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22630015901481, Location: 0.50 M WEST OF LA 49 (Lat: 30.025000, Lng: -90.246667), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 4.57m (14.99ft), Design Load: HS 20, Features Intersected: DUNCAN CANAL, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2007, Underwater Inspection Date: Febuary 1992, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22630018901381, Location: 0.45 EAST OF LA 49 (Lat: 30.030000, Lng: -90.230000), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,000 (year 1988), Average Future Daily Traffic: 1,700 (year 2028), Design Load: HS 20, Features Intersected: CANAL NO 1, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft) Condition: Channel: Good, Culverts: Good, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22630020901461, Location: .4 MI WEST OF LA 49 (Lat: 30.033333, Lng: -90.243333), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.94m (3.08ft), Design Load: HS 20, Features Intersected: CANAL NO. 1, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 36.8m (120.7ft) Condition: Channel: Good, Culverts: Good, 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Underwater Inspection Date: August 1992, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22630020901641, Location: 2.2 MI WEST OF LA 49 (Lat: 30.033333, Lng: -90.273333), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 3.05m (10.01ft), Design Load: HS 20, Features Intersected: CANAL NO. 17, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 39.6 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: 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22630020901642, Location: 2.2 MI WEST OF LA 49 (Lat: 30.033333, Lng: -90.273333), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 3.05m (10.01ft), Design Load: HS 20, Features Intersected: CANAL NO. 17, Facility Carried by Structure: CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 39.6 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: 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22630022901481, Location: 0.6M W OF WILLIAMS BLVD (Lat: 30.036667, Lng: -90.246667), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,000 (year 1991), Average Future Daily Traffic: 1,700 (year 2028), Design Load: HS 20, Features Intersected: DUNCAN CANAL, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 39.6 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: Better than 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: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22630022901482, Location: 0.6M WEST OF WILLIAMS BLV (Lat: 30.036667, Lng: -90.246667), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 1,000 (year 1989), Average Future Daily Traffic: 1,700 (year 2028), Design Load: HS 20, Features Intersected: DUNCAN CANAL, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 39.6 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: 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: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22630023901501, Location: 1.1 MI. N. OF W.ESPL (Lat: 30.038333, Lng: -90.250000), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 1.22m (4.00ft), Design Load: HS 20, Features Intersected: CANAL NO. 7, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 36.9 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 22630025901571, Location: 1.2 MI. N. OF 35 TH. (Lat: 30.041667, Lng: -90.261667), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.74m (5.71ft), Design Load: HS 20, Features Intersected: CANAL NO. 7, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular Louisiana forum Back to: Kenner, LA, Louisiana, All US cities.
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