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Bridge Statistics for Kentwood, Louisiana (LA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Kentwood, LA, Louisiana, Louisiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 19 Total length: 71 meters (233ft) Total costs: $3,961,000 Total average daily traffic: 113,660 Total average daily truck traffic: 26,654 National Bridge Inventory (NBI) Registered Bridges for Kentwood
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 625300170608621, Location: US0051 (Lat: 30.948833, Lng: -90.507667), Route carried "on" structure: US 51, Year Built: 1935, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 3,200 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 2,240 (year 2028), Design Load: H 15, Features Intersected: COOL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.870, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), 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: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $47,000, Total Project Cost: $705,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 625300170608931, Location: 62530170608931 (Lat: 30.953056, Lng: -90.505917), Route carried "on" structure: US 51, Year Built: 1956, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 3,200 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 2,240 (year 2028), Design Load: H 15, Features Intersected: DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.368, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 12, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Channel: Good, Culverts: Good, 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: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 625302630400651, Location: 62532630400651 (Lat: 30.937222, Lng: -90.498306), Route carried "on" structure: State highway 38, Year Built: 1974, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 4,800 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 3,360 (year 2028), Design Load: HS 20, Features Intersected: SLOUGH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 625304529045901, Location: 62534529045901 (Lat: 30.924306, Lng: -90.524278), Route carried "on" structure: Interstate 55, Year Built: 1966, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 17,400 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 12,180 (year 2028), Design Load: HS 20, Features Intersected: BUTTON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.853, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 82.3m (270.0ft) Condition: Channel: Good, Culverts: Very good, 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: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 625304529046201, Location: I0055 (Lat: 30.928667, Lng: -90.524306), Route carried "on" structure: Interstate 55, Year Built: 1966, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 10,440 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 7,308 (year 2028), Design Load: HS 20, Features Intersected: I-55 OVER LA 1049 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.336, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $553,000, Roadway Improvement Cost: $55,000, Total Project Cost: $829,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 625304529046202, Location: I0055 (Lat: 30.928667, Lng: -90.524306), Route carried "on" structure: Interstate 55, Year Built: 1966, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 10,440 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 7,308 (year 2028), Design Load: HS 20, Features Intersected: I-55 OVER LA 1049 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.336, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $553,000, Roadway Improvement Cost: $55,000, Total Project Cost: $829,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 625304529047001, Location: I0055 (Lat: 30.940278, Lng: -90.524361), Route carried "on" structure: Interstate 55, Year Built: 1966, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 8,760 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 6,132 (year 2028), Design Load: HS 20, Features Intersected: I-55 OVER LA 38 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.623, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), 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: 10.3m (33.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $799,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 625304529047002, Location: I0055 (Lat: 30.940278, Lng: -90.524361), Route carried "on" structure: Interstate 55, Year Built: 1966, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 8,760 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 6,132 (year 2028), Design Load: HS 20, Features Intersected: I-55 OVER LA 38 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.623, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), 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: 10.3m (33.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $799,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 625304529047661, Location: 62534529047661 (Lat: 30.949750, Lng: -90.523222), Route carried "on" structure: Interstate 55, Year Built: 1966, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 14,600 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 10,220 (year 2028), Design Load: HS 20, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.685, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 625304529048191, Location: I0055 (Lat: 30.956972, Lng: -90.520194), Route carried "on" structure: Interstate 55, Year Built: 1966, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 8,760 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 6,132 (year 2028), Design Load: HS 20, Features Intersected: COOLS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.538, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), 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: 14.2m (46.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 53.1 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, 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: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 625304529048192, Location: I0055 (Lat: 30.956972, Lng: -90.520194), Route carried "on" structure: Interstate 55, Year Built: 1966, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 8,760 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 6,132 (year 2028), Design Load: HS 20, Features Intersected: COOLS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.538, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), 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: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 53.1 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, 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: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 625308530302881, Location: LA1051 (Lat: 30.913944, Lng: -90.518583), Route carried "on" structure: State highway 1051, Year Built: 1975, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 2,100 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,470 (year 2028), Design Load: HS 20, Features Intersected: BUTTON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 625308530302921, Location: LA. 1051 (Lat: 30.914361, Lng: -90.518111), Route carried "on" structure: State highway 1051, Year Built: 1975, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,100 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,470 (year 2028), Design Load: HS 20, Features Intersected: DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, Lanes on structure: 2, Owner: State 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to 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: Bituminous Find on map >>
Structure Number: 625308530404261, Location: LA1049 (Lat: 30.922833, Lng: -90.526556), Route carried "on" structure: State highway 1049, Year Built: 1973, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,780 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,246 (year 2028), Design Load: H 15, Features Intersected: BUTTON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.854, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 625330562903061, Location: LA38S.5TH.01 MI FIRESTATI (Lat: 30.936667, Lng: -90.510000), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.19m (3.90ft), Design Load: H 15, Features Intersected: CANAL, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 625304529046201, Location: I0055 (Lat: 30.928667, Lng: -90.524306), Route carried "under" structure: State highway 1049, Year Built: 1966, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 1,780 (year 2007), Truck Traffic: 8%, Features Intersected: I-55 OVER LA 1049, Facility Carried by Structure: I0055 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 7.144, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 625304529046202, Location: I0055 (Lat: 30.928667, Lng: -90.524306), Route carried "under" structure: State highway 1049, Year Built: 1966, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 1,780 (year 2007), Truck Traffic: 8%, Features Intersected: I-55 OVER LA 1049, Facility Carried by Structure: I0055 Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 7.128, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 625304529047001, Location: I0055 (Lat: 30.940278, Lng: -90.524361), Route carried "under" structure: State highway 38, Year Built: 1966, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 2,500 (year 2007), Truck Traffic: 14%, Features Intersected: I-55 OVER LA 38, Facility Carried by Structure: I0055 Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 4.473, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 625304529047002, Location: I0055 (Lat: 30.940278, Lng: -90.524361), Route carried "under" structure: State highway 38, Year Built: 1966, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 2,500 (year 2007), Truck Traffic: 14%, Features Intersected: I-55 OVER LA 38, Facility Carried by Structure: I0055 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 4.457, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft) Discuss this city on our hugely popular Louisiana forum Back to: Kentwood, LA, Louisiana, All US cities.
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