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Bridge Statistics for Sulphur, Louisiana (LA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Sulphur, LA, Louisiana, Louisiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 45 Total length: 187 meters (614ft) Total costs: $9,338,000 Total average daily traffic: 697,870 Total average daily truck traffic: 98,036 National Bridge Inventory (NBI) Registered Bridges for Sulphur
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 71000030312171, Location: 6.6 MI EAST OF LA 388 (Lat: 30.235222, Lng: -93.391056), Route carried "on" structure: US 90, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,800 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 4,080 (year 2028), Design Load: HS 20, Features Intersected: CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.582, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Satisfactory, Culverts: Good, Waterway Adequacy: Better than 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: 71000030312721, Location: 7.2 MI EAST OF LA 388 (Lat: 30.236306, Lng: -93.382000), Route carried "on" structure: US 90, Year Built: 1968, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 10,500 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 6,300 (year 2028), Design Load: HS 20, Features Intersected: CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.466, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Channel: Good, Culverts: Very good, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $17,000, Total Project Cost: $268,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71000030401701, Location: .6 MI EAST OF LA 27 (Lat: 30.236583, Lng: -93.348389), Route carried "on" structure: US 90, Year Built: 1955, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 14,800 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 8,880 (year 2028), Design Load: H 15, Features Intersected: DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.838, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 20.3m (66.6ft) 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $15,000, Total Project Cost: $234,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71000030402931, Location: 1.8 MI EAST OF LA 27 (Lat: 30.236722, Lng: -93.327583), Route carried "on" structure: US 90, Year Built: 1932, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 14,800 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 8,880 (year 2028), Design Load: H 15, Features Intersected: CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.817, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Channel: Good, Culverts: Very good, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $161,000, Roadway Improvement Cost: $16,000, Total Project Cost: $241,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71000310506981, Location: 2.5 MI NORTH OF I-10 (Lat: 30.223333, Lng: -93.376111), Route carried "on" structure: State highway 27, Year Built: 1965, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25,100 (year 2002), Truck Traffic: 12%, Average Future Daily Traffic: 15,060 (year 2028), Design Load: HS 20, Features Intersected: DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.231, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 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: 15.2m (49.9ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Channel: Very good, Culverts: Very 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: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $17,000, Total Project Cost: $267,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509114071, Location: 5.5 MI EAST OF LA 108 (Lat: 30.201667, Lng: -93.478333), Route carried "on" structure: Interstate , Year Built: 1965, Year Reconstructed: 2007, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 25,560 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 15,336 (year 2028), Design Load: HS 20, Features Intersected: WING GULLY BAYOU, Facility Carried by Structure: I10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.121, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 17 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509114072, Location: 5.5 MI EAST OF LA 108 (Lat: 30.203333, Lng: -93.478333), Route carried "on" structure: Interstate , Year Built: 1965, Year Reconstructed: 2007, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 25,560 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 15,336 (year 2028), Design Load: HS 20, Features Intersected: WING GULLY BAYOU, Facility Carried by Structure: I10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.121, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 17 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509116641, Location: 8.1 MI EAST OF LA 108 (Lat: 30.210000, Lng: -93.436667), Route carried "on" structure: Interstate , Year Built: 1965, Year Reconstructed: 2007, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 25,560 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 15,336 (year 2028), Design Load: HS 20, Features Intersected: CHOUPIQUE BAYOU, Facility Carried by Structure: I10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.256, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509116642, Location: 8.1 MI EAST OF LA 108 (Lat: 30.210000, Lng: -93.436667), Route carried "on" structure: Interstate , Year Built: 1965, Year Reconstructed: 2007, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 25,560 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 15,336 (year 2028), Design Load: HS 20, Features Intersected: CHOUPIQUE BAYOU, Facility Carried by Structure: I10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.256, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509120261, Location: I-10 OVER LA 27 (Lat: 30.202500, Lng: -93.368333), Route carried "on" structure: Interstate 10, Year Built: 2004, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 39,000 (year 2007), Average Future Daily Traffic: 23,400 (year 2028), Design Load: HS 20, Features Intersected: LA 27 OVERPASS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.081, Lanes on structure: 7, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 39.6m (129.9ft), Out-to-Out Width: 41.0m (134.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509121521, Location: .7 MI EAST OF LA 27 (Lat: 30.215556, Lng: -93.355833), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 30,300 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 18,180 (year 2028), Design Load: HS 20, Features Intersected: BAYOU DIENDE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.108, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2006, Underwater Inspection Date: November 1991, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509121522, Location: .7 MI EAST OF LA 27 (Lat: 30.215556, Lng: -93.355833), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 30,300 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 18,180 (year 2028), Design Load: HS 20, Features Intersected: BAYOU DIENDE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.108, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2006, Underwater Inspection Date: November 1991, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509123661, Location: .4 MI EAST OF LA 108 (Lat: 30.217472, Lng: -93.320528), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 37,200 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 22,320 (year 2028), Design Load: HS 20, Features Intersected: MAPLE FORK BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.552, Lanes on structure: 3, 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: 8, 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: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $49,000, Total Project Cost: $741,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71004509123662, Location: .4 MI EAST OF LA 108 (Lat: 30.217472, Lng: -93.320528), Route carried "on" structure: Interstate 10, Year Built: 1962, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 37,200 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 22,320 (year 2028), Design Load: HS 20, Features Intersected: MAPLE FORK BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.552, Lanes on structure: 3, 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: 8, 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: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $49,000, Total Project Cost: $741,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71008101905251, Location: LA 108 OVER I-10 (Lat: 30.215556, Lng: -93.325278), Route carried "on" structure: State highway 108, Year Built: 1962, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 8,880 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 5,328 (year 2028), Design Load: HS 20, Features Intersected: LA 108 OVER I-10(SULPHUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.447, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.3 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.95m (39.21ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,019,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,528,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71008101905252, Location: LA 108 OVER I-10 (Lat: 30.215556, Lng: -93.325278), Route carried "on" structure: State highway 108, Year Built: 1962, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 8,880 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 5,328 (year 2028), Design Load: HS 20, Features Intersected: LA 108 OVER I-10(SULPHUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.447, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.3 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.95m (39.21ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,019,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,528,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71008101906151, Location: .9 MI NORTH OF I-10 (Lat: 30.228528, Lng: -93.325361), Route carried "on" structure: State highway 108, Year Built: 1945, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 17,800 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 10,680 (year 2028), Design Load: HS 20, Features Intersected: MAPLE FORK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.895, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Channel: Poor, Culverts: Very good, Deck Geometry: Superior to present desirable 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: 71008102702221, Location: LA 27 OVER I-10 (Lat: 30.215583, Lng: -93.358444), Route carried "on" structure: State highway 27, Year Built: 1988, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 13,140 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 7,884 (year 2028), Design Load: HS 20, Features Intersected: LA 27 OVER I-10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.572, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.0 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 corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.51m (31.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $811,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,216,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71008102702222, Location: LA 27 OVER I-10 (Lat: 30.215583, Lng: -93.358444), Route carried "on" structure: State highway 27, Year Built: 1962, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 13,140 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 7,884 (year 2028), Design Load: HS 20, Features Intersected: LA 27 OVER I-10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.572, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.5m (155.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 65.7 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.51m (31.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $811,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,216,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71008102702451, Location: .23 MI NORTH OF I-10 (Lat: 30.218917, Lng: -93.358472), Route carried "on" structure: State highway 27, Year Built: 1987, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 13,140 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 7,884 (year 2028), Design Load: HS 20, Features Intersected: BAYOU DINDE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.942, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2007, Underwater Inspection Date: November 1991, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71008102702452, Location: .23 MI NORTH OF I-10 (Lat: 30.218917, Lng: -93.358472), Route carried "on" structure: State highway 3077, Year Built: 1960, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 13,140 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 7,884 (year 2028), Design Load: HS 20, Features Intersected: DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.942, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 1.0m (3.3ft), Right: 1.0m (3.3ft), 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: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2007, Underwater Inspection Date: November 1991, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $37,000, Total Project Cost: $556,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030124932111, Location: .41 MI SW. OF INT. 28 (Lat: 30.201111, Lng: -93.350278), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 30 (year 1971), Average Future Daily Traffic: 18 (year 2028), Design Load: HS 20, Features Intersected: CREEK, 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: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 71030125932211, Location: 0.83 MI. E. OF INT. (Lat: 30.208333, Lng: -93.368333), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 180 (year 1971), Average Future Daily Traffic: 108 (year 2028), Design Load: HS 20, Features Intersected: WEST FORK ENGLISH BAYOU, 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030128932121, Location: 0.17 MI. W. OF INT. (Lat: 30.213333, Lng: -93.353333), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 250 (year 1977), Average Future Daily Traffic: 150 (year 2028), Design Load: HS 20, Features Intersected: BAYOU D'INDE, 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), 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: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: May 2006, Underwater Inspection Date: November 1991, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030131932111, Location: 1.54 MI. S OF INT 26 (Lat: 30.216944, Lng: -93.350278), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 500 (year 2008), Average Future Daily Traffic: 300 (year 2028), Design Load: HS 20, Features Intersected: DRAIN, 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Other Find on map >>
Structure Number: 71030132932171, Location: 0.21 MI. N. OF INT. (Lat: 30.220000, Lng: -93.361667), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 500 (year 1971), Average Future Daily Traffic: 300 (year 2028), Design Load: HS 20, Features Intersected: FARMERS L & C CO. 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), 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: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030134932231, Location: 0.18 MI. N. OF INT. (Lat: 30.223333, Lng: -93.371667), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 150 (year 1971), Average Future Daily Traffic: 90 (year 2028), Design Load: HS 20, Features Intersected: FARMERS L & C CO. 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: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030135931941, Location: 0.92 MI. W. OF INT. (Lat: 30.225000, Lng: -93.323333), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 550 (year 1971), Average Future Daily Traffic: 330 (year 2028), Design Load: HS 20, Features Intersected: FARMERS L & C CO. 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: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030137932071, Location: .21 MI. W. OF INT. 5 (Lat: 30.228333, Lng: -93.345000), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 600 (year 1971), Average Future Daily Traffic: 360 (year 2028), Design Load: HS 20, Features Intersected: GUM SLOUGH, Facility Carried by Structure: LOCAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Channel: Very good, Culverts: Very good, 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: April 2006 Find on map >>
Structure Number: 71030137932321, Location: 0.01 MI E. OF INT. 5 (Lat: 30.228333, Lng: -93.386667), Route carried "on" structure: County highway , Year Built: 1995, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 30 (year 1995), Average Future Daily Traffic: 18 (year 2028), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 5.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $13,000, Total Project Cost: $204,000 ( Estimate for 2008), Deck Structure Type: Corrugated Steel Find on map >>
Structure Number: 71030137932331, Location: 0.6 MI. S. OF INT. 2 (Lat: 30.228333, Lng: -93.388333), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,400 (year 1971), Average Future Daily Traffic: 840 (year 2028), Design Load: HS 20, Features Intersected: GUM SLOUGH, 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: 8.5m (27.9ft), 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: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030138932331, Location: 0.50 MI. W. OF INT. (Lat: 30.230000, Lng: -93.388333), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 150 (year 1971), Average Future Daily Traffic: 90 (year 2028), Design Load: HS 20, Features Intersected: GUM SLOUGH, 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: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030139932321, Location: 0.01 MI. E. OF INT. (Lat: 30.231667, Lng: -93.386667), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 250 (year 1971), Average Future Daily Traffic: 150 (year 2028), Design Load: HS 20, Features Intersected: GUM SLOUGH, 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: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030139932331, Location: 0.0 MI. E. OF INT. 2 (Lat: 30.231667, Lng: -93.388333), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 250 (year 1971), Average Future Daily Traffic: 150 (year 2028), Design Load: HS 20, Features Intersected: CREEK, 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: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $10,000, Total Project Cost: $162,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030140932331, Location: 0.44 MI. W. OF INT. (Lat: 30.233333, Lng: -93.388333), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 1971), Average Future Daily Traffic: 120 (year 2028), Design Load: HS 20, Features Intersected: GUM SLOUGH, 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: 8.5m (27.9ft), 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: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030140932341, Location: 0.38 MI. W. OF INT. (Lat: 30.233333, Lng: -93.390000), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 250 (year 1971), Average Future Daily Traffic: 150 (year 2028), Design Load: HS 20, Features Intersected: GUM SLOUGH, 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: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030141932331, Location: 0.42 MI. W. OF INT. (Lat: 30.235000, Lng: -93.388333), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 1971), Average Future Daily Traffic: 120 (year 2028), Design Load: HS 20, Features Intersected: GUM SLOUGH, 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: 8.5m (27.9ft), 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: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030142932331, Location: 0.40 MI. W. OF INT. (Lat: 30.236667, Lng: -93.388333), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 320 (year 1971), Average Future Daily Traffic: 192 (year 2028), Design Load: HS 20, Features Intersected: EAST FORK ENGLISH BAYOU, 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $14,000, Total Project Cost: $219,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71030145932631, Location: 0.79 MI. E. OF INT. (Lat: 30.241667, Lng: -93.438333), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 3,000 (year 1971), Average Future Daily Traffic: 1,800 (year 2028), Design Load: HS 20, Features Intersected: FARMER L & C CO. 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, 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: Bituminous Find on map >>
Structure Number: 71030152932321, Location: 0.07 MI. E. OF INT. (Lat: 30.253333, Lng: -93.386667), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 1971), Average Future Daily Traffic: 120 (year 2028), Design Load: HS 20, Features Intersected: BAYOU VERDING, 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71004509120621, Location: 07104509120621 (Lat: 30.215556, Lng: -93.370861), Route carried "under" structure: Interstate 10, Year Built: 1968, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 50,500 (year 2007), Features Intersected: PEDESTRIAN OVERPASS Minimum Vertical Clearance: 0.52m (1.71ft), Kilometerpoint: 3.366, Lanes under structure: 6, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 71008101905251, Location: LA 108 OVER I-10 (Lat: 30.215556, Lng: -93.325278), Route carried "under" structure: Interstate 10, Year Built: 1962, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 50,500 (year 2007), Truck Traffic: 20%, Features Intersected: LA 108 OVER I-10(SULPHUR Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 37.956, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 71008101905252, Location: LA 108 OVER I-10 (Lat: 30.215556, Lng: -93.325278), Route carried "under" structure: Interstate 10, Year Built: 1962, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 50,500 (year 2007), Truck Traffic: 20%, Features Intersected: LA 108 OVER I-10(SULPHUR Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 37.988, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 71008102702221, Location: LA 27 OVER I-10 (Lat: 30.215583, Lng: -93.358444), Route carried "under" structure: Interstate 10, Year Built: 1988, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 50,500 (year 2007), Truck Traffic: 20%, Features Intersected: LA 27 OVER I-10, Facility Carried by Structure: LA0027 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 3.477, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 71008102702222, Location: LA 27 OVER I-10 (Lat: 30.215583, Lng: -93.358444), Route carried "under" structure: Interstate 10, Year Built: 1962, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 50,500 (year 2007), Truck Traffic: 20%, Features Intersected: LA 27 OVER I-10, Facility Carried by Structure: LA0027 Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 3.477, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Discuss this city on our hugely popular Louisiana forum Back to: Sulphur, LA, Louisiana, All US cities.
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