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Bridge Statistics for Alexandria, Louisiana (LA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Alexandria, LA, Louisiana, Louisiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 247 Total length: 10,574 meters (34,692ft) Total costs: $28,410,000 Total average daily traffic: 2,055,601 Total average daily truck traffic: 84,905 National Bridge Inventory (NBI) Registered Bridges for Alexandria
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 84000080913921, Location: 4.0 MI. N OF INT LA3170 (Lat: 31.244389, Lng: -92.430361), Route carried "on" structure: US 71, Year Built: 1989, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,680 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 9,984 (year 2028), Design Load: HS 20, Features Intersected: DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.257, 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: 1, Length of Maximum Span: 7.6m (24.9ft), 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: 13.0m (42.7ft) 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: Better than 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: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000080913922, Location: 4.0 MI. N OF INT LA3170 (Lat: 31.244389, Lng: -92.430361), Route carried "on" structure: US 71, Year Built: 1989, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,680 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 9,984 (year 2028), Design Load: HS 20, Features Intersected: DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.257, 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: 1, Length of Maximum Span: 7.6m (24.9ft), 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: 13.0m (42.7ft) 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: Better than 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: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000080913927, Location: 4.0 MI. N OF INT LA3170 (Lat: 31.244389, Lng: -92.430361), Route carried "on" structure: Ramp Interstate 49, Year Built: 1992, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,280 (year 2007), Average Future Daily Traffic: 1,664 (year 2028), Design Load: HS 20, Features Intersected: RAMP A-5 S.B. TO I-49 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.397, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, 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: 14.0m (45.9ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 52.2 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: 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 84000080914421, Location: .3 MI. N OF INT I-49 (Lat: 31.233583, Lng: -92.433367), Route carried "on" structure: US 71, Year Built: 2003, Status: Open, Structure Length: 15.94m (52.30ft), Average Daily Traffic: 7,680 (year 2007), Average Future Daily Traffic: 9,984 (year 2028), Design Load: HS 20, Features Intersected: T.P. & M.P. ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.062, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Good, Superstructure: Very 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 84000080914422, Location: .3 MI. N OF INT I-49 (Lat: 31.250000, Lng: -92.435417), Route carried "on" structure: US 71, Year Built: 1974, Status: Open, Structure Length: 16.86m (55.31ft), Average Daily Traffic: 7,680 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 9,984 (year 2028), Design Load: HS 20, Features Intersected: MP & T&P RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.062, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 53.1 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, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000080916611, Location: 2.5 MI. N OF INT I-49 (Lat: 31.275111, Lng: -92.446000), Route carried "on" structure: US 71, Year Built: 1958, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 23,100 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 30,030 (year 2028), Design Load: HS 20, Features Intersected: HORSESHOE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.585, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $438,000, Roadway Improvement Cost: $43,000, Total Project Cost: $657,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 84000083001051, Location: .5 MI. N OF INT LA1205-2 (Lat: 31.273056, Lng: -92.465250), Route carried "on" structure: US 71, Year Built: 1944, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 15,300 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 19,890 (year 2028), Design Load: H 15, Features Intersected: DIV CANAL MAC DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.689, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.6m (107.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 43.0m (141.1ft) Condition: Channel: Very good, Culverts: Good, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000083001053, Location: .5 MI. N OF INT LA1205-2 (Lat: 31.273056, Lng: -92.465250), Route carried "on" structure: US 71, Year Built: 1944, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,530 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,989 (year 2028), Design Load: H 15, Features Intersected: DIVERSION CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Very good, Culverts: Good, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000083001054, Location: .5 MI. N OF INT LA1205-2 (Lat: 31.273056, Lng: -92.465250), Route carried "on" structure: US 71, Year Built: 1974, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,530 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,989 (year 2028), Design Load: H 15, Features Intersected: DIVERSION CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.689, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Channel: Very good, Culverts: Good, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000083002551, Location: OVER LA1208-3 (Lat: 31.282694, Lng: -92.473528), Route carried "on" structure: US 71, Year Built: 1972, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 30,400 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 39,520 (year 2028), Design Load: HS 20, Features Intersected: JACKSON ST EXT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.103, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.6m (143.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.9m (85.0ft) 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 84000083003891, Location: 1.0 MI. N OF INT 1208-3 (Lat: 31.294111, Lng: -92.478111), Route carried "on" structure: US 71, Year Built: 1944, Year Reconstructed: 1990, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 29,000 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 37,700 (year 2028), Design Load: H 15, Features Intersected: BAYOU RAPIDES Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.259, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 44.2m (145.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 44.2m (145.0ft), Out-to-Out Width: 104.2m (341.9ft) Condition: Channel: Good, Culverts: Good, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000083004951, Location: US71 OVER LA1 (Lat: 31.316889, Lng: -92.470333), Route carried "on" structure: US 71, Year Built: 1996, Status: Open, Structure Length: 126.58m (415.29ft), Average Daily Traffic: 27,815 (year 1986), Average Future Daily Traffic: 36,159 (year 2028), Design Load: HS 20, Features Intersected: MCARTHUR DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.965, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 44, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 84000083005005, Location: US71 RAMP AT LA1 (Lat: 31.316889, Lng: -92.470333), Route carried "on" structure: Ramp US 71, Year Built: 1996, Status: Open, Structure Length: 14.48m (47.51ft), Average Daily Traffic: 18,500 (year 1998), Average Future Daily Traffic: 24,050 (year 2028), Design Load: HS 20, Features Intersected: RAMP "A" OV LA 1 NB & SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.045, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Very 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 84000140610471, Location: 6.5 MI. N OF INT LA3265 (Lat: 31.236222, Lng: -92.491444), Route carried "on" structure: Interstate 165, Year Built: 1994, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 8,300 (year 2007), Average Future Daily Traffic: 10,790 (year 2028), Design Load: HS 20, Features Intersected: PECAN BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.094, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, 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: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 84000140610472, Location: 6.5 MI. N OF INT LA3265 (Lat: 31.236222, Lng: -92.491444), Route carried "on" structure: Interstate 165, Year Built: 1993, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 8,300 (year 2007), Average Future Daily Traffic: 10,790 (year 2028), Design Load: HS 20, Features Intersected: PECAN BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.094, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000140613241, Location: .01 MI. N OF INT US71 (Lat: 31.271361, Lng: -92.468917), Route carried "on" structure: US 165, Year Built: 1944, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 9,780 (year 2007), Average Future Daily Traffic: 12,714 (year 2028), Design Load: HS 20, Features Intersected: DIVERSION CANAL UNDER 16 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.551, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), 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, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000140613242, Location: .01 MI. N OF INT US71 (Lat: 31.271361, Lng: -92.468917), Route carried "on" structure: US 165, Year Built: 1944, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 9,780 (year 2007), Average Future Daily Traffic: 12,714 (year 2028), Design Load: HS 20, Features Intersected: DIVERSION CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.551, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: Very 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000140613243, Location: .01 MI. N OF INT US71 (Lat: 31.271361, Lng: -92.468917), Route carried "on" structure: US 165, Year Built: 1944, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,630 (year 2007), Average Future Daily Traffic: 2,119 (year 2028), Design Load: HS 20, Features Intersected: DIV CANAL OVER RT FR RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.303, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000140613244, Location: .01 MI. N OF INT US71 (Lat: 31.271361, Lng: -92.468917), Route carried "on" structure: US 165, Year Built: 1944, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,630 (year 2007), Average Future Daily Traffic: 2,119 (year 2028), Design Load: HS 20, Features Intersected: DIVERSION CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.303, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000150100111, Location: .11 MI. E OF INT LA108-3 (Lat: 31.312833, Lng: -92.445500), Route carried "on" structure: Business US 165, Year Built: 1985, Status: Open, Structure Length: 31.36m (102.89ft), Average Daily Traffic: 9,300 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 12,090 (year 2028), Design Load: HS 20, Features Intersected: RED RIVER - JACKSON ST. Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.177, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Navigation Control: Yes ( Vertical Clearance: 21.3m (69.9ft), Horizontal Clearance: 86.2m (282.8ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2006, Underwater Inspection Date: August 1996, Deck Structure Type: Open Grating Find on map >>
Structure Number: 84000150103711, Location: .25 MI. N OF INT LA3144 (Lat: 31.354583, Lng: -92.413750), Route carried "on" structure: Business US 165, Year Built: 1969, Status: Open, Structure Length: 12.28m (40.29ft), Average Daily Traffic: 9,100 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 11,830 (year 2028), Design Load: HS 20, Features Intersected: US 165-B OVER US 167 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.969, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), 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: 10.2m (33.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000150202091, Location: 1.1 MI & JCTUS 165 & 120 (Lat: 31.394111, Lng: -92.408917), Route carried "on" structure: US 165, Year Built: 1956, Year Reconstructed: 1984, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 12,060 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 15,678 (year 2028), Design Load: HS 20, Features Intersected: FLAGON BAYOU RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.363, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 84000150202092, Location: 2.1 MI. & JCT US 165&1203 (Lat: 31.394111, Lng: -92.408917), Route carried "on" structure: US 165, Year Built: 1984, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 12,060 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 15,678 (year 2028), Design Load: HS 20, Features Intersected: FLAGON BAYOU RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.363, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000150202261, Location: 2 MI @ JCT US 165 & 1203 (Lat: 31.396528, Lng: -92.409389), Route carried "on" structure: US 165, Year Built: 1956, Year Reconstructed: 1984, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 12,060 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 15,678 (year 2028), Design Load: HS 20, Features Intersected: FLAGON BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.636, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 84000150202262, Location: 2.3 MI @ JCT US 165 &1203 (Lat: 31.396528, Lng: -92.409389), Route carried "on" structure: US 165, Year Built: 1984, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 12,060 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 15,678 (year 2028), Design Load: HS 20, Features Intersected: FLAGON BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.636, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), 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: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000153001441, Location: 1.44 MI. N OF INT US71 (Lat: 31.348000, Lng: -92.427722), Route carried "on" structure: US 165, Year Built: 1997, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 31,800 (year 2007), Average Future Daily Traffic: 41,340 (year 2028), Design Load: HS 20, Features Intersected: LA. & ARKANSAS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), 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: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 84000153001442, Location: 1.44 MI. N OF INT US71 (Lat: 31.348000, Lng: -92.427722), Route carried "on" structure: US 165, Year Built: 1997, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 31,800 (year 2007), Average Future Daily Traffic: 41,340 (year 2028), Design Load: HS 20, Features Intersected: LA. & ARKANSAS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), 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: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, 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: 84000153001611, Location: 1.61 MI. N OF INT US71 (Lat: 31.345944, Lng: -92.429583), Route carried "on" structure: US 165, Year Built: 1997, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 31,800 (year 2007), Average Future Daily Traffic: 41,340 (year 2028), Design Load: HS 20, Features Intersected: ROCKY BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.590, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, 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: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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: 84000153001612, Location: 1.61 MI. N OF INT US71 (Lat: 31.345944, Lng: -92.429583), Route carried "on" structure: US 165, Year Built: 1997, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 31,800 (year 2007), Average Future Daily Traffic: 41,340 (year 2028), Design Load: HS 20, Features Intersected: ROCKY BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.590, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, 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: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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: 84000230100181, Location: 1.1 MI. N OF INT US71 (Lat: 31.287833, Lng: -92.450278), Route carried "on" structure: US 167, Year Built: 1959, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 7,800 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 10,140 (year 2028), Design Load: HS 20, Features Intersected: CANAL OVERTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Channel: Very good, Culverts: Good, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000230100182, Location: 1.1 MI. N OF INT US71 (Lat: 31.287833, Lng: -92.450278), Route carried "on" structure: US 167, Year Built: 1959, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,680 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 6,084 (year 2028), Design Load: HS 20, Features Intersected: CANAL MASON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Channel: Good, Culverts: Good, 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: December 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000230106031, Location: US167 OVER US165 (Lat: 31.358944, Lng: -92.415778), Route carried "on" structure: US 167, Year Built: 1970, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 10,740 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 13,962 (year 2028), Design Load: HS 20, Features Intersected: US 167 OVER US 165 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.702, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000230106032, Location: US167 OVER US165 (Lat: 31.358944, Lng: -92.415778), Route carried "on" structure: US 167, Year Built: 1970, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 10,740 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 13,962 (year 2028), Design Load: HS 20, Features Intersected: US 167 OVER US 165 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.702, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000230107611, Location: .16 MI. N OF INT US165 (Lat: 31.377278, Lng: -92.431528), Route carried "on" structure: US 167, Year Built: 1970, Status: Open, Structure Length: 13.93m (45.70ft), Average Daily Traffic: 10,740 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 13,962 (year 2028), Design Load: HS 20, Features Intersected: MP & KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.244, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000230107612, Location: .16 MI. N OF INT US165 (Lat: 31.377278, Lng: -92.431528), Route carried "on" structure: US 167, Year Built: 1970, Status: Open, Structure Length: 13.93m (45.70ft), Average Daily Traffic: 10,740 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 13,962 (year 2028), Design Load: HS 20, Features Intersected: MP & KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.244, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: 14.5m (47.6ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 79.2 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: Meets minimum limits, Underclear: Meets minimum limits, 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: 84000230107701, Location: US167 OVER US71 (Lat: 31.378167, Lng: -92.432639), Route carried "on" structure: US 167, Year Built: 1981, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 10,740 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 13,962 (year 2028), Design Load: HS 20, Features Intersected: US 71 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.389, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 18 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000230107702, Location: US167 OVER US71 (Lat: 31.378167, Lng: -92.432639), Route carried "on" structure: US 167, Year Built: 1981, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 10,740 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 13,962 (year 2028), Design Load: HS 20, Features Intersected: US 71 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.389, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 18 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000230108501, Location: .8 MI. N OF INT US71 (Lat: 31.387417, Lng: -92.440583), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 8,950 (year 2007), Average Future Daily Traffic: 11,635 (year 2028), Design Load: HS 20, Features Intersected: US 167, Facility Carried by Structure: CITYST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.677, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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: 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: 84000230110201, Location: 2.5 MI. N OF INT US71 (Lat: 31.404056, Lng: -92.461500), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 8,950 (year 2007), Average Future Daily Traffic: 11,635 (year 2028), Design Load: HS 20, Features Intersected: US 167, Facility Carried by Structure: CITYST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.412, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 65.7 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: Somewhat better than minimum adequacy, Underclear: 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: 84000740100841, Location: .84 MI. E OF INT US167 (Lat: 31.332750, Lng: -92.402417), Route carried "on" structure: State highway 28, Year Built: 1971, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 14,400 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 18,720 (year 2028), Design Load: HS 20, Features Intersected: CLEAR RUN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 20 degrees, 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: 14.6m (47.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Satisfactory, Culverts: Good, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $21,000, Total Project Cost: $327,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84000740101201, Location: 1.2 MI. E OF INT US167 (Lat: 31.332528, Lng: -92.396500), Route carried "on" structure: State highway 28, Year Built: 1994, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 15,200 (year 2007), Average Future Daily Traffic: 19,760 (year 2028), Design Load: HS 20, Features Intersected: LA 28 OVER BAYOU MARIA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Waterway Adequacy: Equal to present minimum 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: 84000740101311, Location: 1.3 MI. E OF INT US167 (Lat: 31.332472, Lng: -92.394694), Route carried "on" structure: State highway 28, Year Built: 1994, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 15,200 (year 2007), Average Future Daily Traffic: 19,760 (year 2028), Design Load: HS 20, Features Intersected: LA 28 OVER BAYOU MARIA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 24.7m (81.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 84001420409351, Location: .88 MI. N OF INT LA3128 (Lat: 31.311250, Lng: -92.362694), Route carried "on" structure: State highway 107, Year Built: 1953, Year Reconstructed: 1981, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 4,600 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 5,980 (year 2028), Design Load: H 15, Features Intersected: BRUSHY BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.044, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: 21.0m (68.9ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84001420409481, Location: 1.01 MI. N OF INT LA3128 (Lat: 31.312194, Lng: -92.364111), Route carried "on" structure: State highway 107, Year Built: 1953, Year Reconstructed: 1981, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 4,600 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 5,980 (year 2028), Design Load: H 15, Features Intersected: BRUSHY FORK RELEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.253, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: 21.0m (68.9ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84001490200601, Location: .6 MI. E OF INT UA165 (Lat: 31.391472, Lng: -92.400722), Route carried "on" structure: State highway 623, Year Built: 1962, Status: Posted for load, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 2,200 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 2,860 (year 2028), Design Load: H 15, Features Intersected: FLAGON BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, 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: 7.4m (24.3ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Poor, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $577,000, Roadway Improvement Cost: $57,000, Total Project Cost: $865,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 84001530102041, Location: 2.04 MI NE JCT US 165 (Lat: 31.374194, Lng: -92.378000), Route carried "on" structure: State highway 116, Year Built: 1983, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,300 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 9,490 (year 2028), Design Load: HS 20, Features Intersected: THORNY BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.282, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 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, Waterway Adequacy: Equal to 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: 84001530102831, Location: 2.83 MI NE JCT US 165 (Lat: 31.377167, Lng: -92.365222), Route carried "on" structure: State highway 116, Year Built: 1983, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 7,300 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 9,490 (year 2028), Design Load: HS 20, Features Intersected: FLAGON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.553, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 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: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84003680308071, Location: .17 MI. E OF LA1208-3 (Lat: 31.263167, Lng: -92.489833), Route carried "on" structure: State highway 1208, Year Built: 1971, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 26,600 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 34,580 (year 2028), Design Load: HS 20, Features Intersected: DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.985, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Channel: Very good, Culverts: Good, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $15,000, Total Project Cost: $238,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 84004170218321, Location: 9.69 MI. E OF LA121 (Lat: 31.295583, Lng: -92.533083), Route carried "on" structure: State highway 28, Year Built: 1944, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 7,700 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 10,010 (year 2028), Design Load: H 15, Features Intersected: DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.477, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.1m (125.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 0.9m (3.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 51.2m (168.0ft) 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: September 2006, Deck Structure Type: Concrete Cast-file-Place Discuss this city on our hugely popular Louisiana forum Back to: Alexandria, LA, Louisiana, All US cities.
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