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Bridge Statistics for Lucedale, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lucedale, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 207 meters (679ft) Total average daily traffic: 88,800 Total average daily truck traffic: 9,727 National Bridge Inventory (NBI) Registered Bridges for Lucedale
Bridge Condition - Channel Find on map >>
Structure Number: 21000980202078, Location: 1.9 MI E SR 63 (Lat: 30.953611, Lng: -88.591944), Route carried "on" structure: US 98, Year Built: 1986, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 8,300 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 12,450 (year 2025), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM CREEK Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 10.772, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.3m (20.7ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 40.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006 Find on map >>
Structure Number: 21000980202098, Location: 3.9 MI E SR 63 (Lat: 30.953611, Lng: -88.591944), Route carried "on" structure: US 98, Year Built: 1986, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,300 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 12,450 (year 2025), Design Load: HS 20+Mod, Features Intersected: DENNY MILL CREEK Minimum Vertical Clearance: 9.99m (32.78ft), Kilometerpoint: 13.889, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal 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: August 2006 Find on map >>
Structure Number: 31000260200747, Location: SR 26 OVER SR 63 (Lat: 30.892778, Lng: -88.619722), Route carried "on" structure: State highway 26, Year Built: 1999, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 5,500 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 8,250 (year 2025), Design Load: HS 20, Features Intersected: SR 63 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.630, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000630200391A, Location: 0.8 MI N SR 26 (Lat: 30.904722, Lng: -88.624167), Route carried "on" structure: State highway 63, Year Built: 2000, Status: Open, Structure Length: 6.20m (20.34ft), Average Daily Traffic: 3,500 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 5,250 (year 2025), Design Load: HS 20, Features Intersected: TAPPLEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.230, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000630200391B, Location: 0.8 MI N SR 26 (Lat: 30.904722, Lng: -88.624167), Route carried "on" structure: State highway 63, Year Built: 2000, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 3,500 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 5,250 (year 2025), Design Load: HS 20, Features Intersected: TAPPLEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.230, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000630200416A, Location: 3.3 MI N SR 26 (Lat: 30.939722, Lng: -88.628611), Route carried "on" structure: State highway 63, Year Built: 2000, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 3,450 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 5,175 (year 2025), Design Load: HS 20, Features Intersected: BIG CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.370, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000630200416B, Location: 3.3 MI N SR 26 (Lat: 30.939722, Lng: -88.628611), Route carried "on" structure: State highway 63, Year Built: 2000, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 3,450 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 5,175 (year 2025), Design Load: HS 20, Features Intersected: BIG CREEK Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 23.370, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000630200426A, Location: 1.0 MI S US 98 (Lat: 30.943889, Lng: -88.628333), Route carried "on" structure: State highway 63, Year Built: 2000, Status: Open, Structure Length: 11.12m (36.48ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 4,500 (year 2025), Design Load: HS 20, Features Intersected: SR 198/CNIC RR Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 23.730, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000630200426B, Location: 1.0 MI S US 98 (Lat: 30.943889, Lng: -88.628333), Route carried "on" structure: State highway 63, Year Built: 2000, Status: Open, Structure Length: 11.12m (36.48ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 4,500 (year 2025), Design Load: HS 20, Features Intersected: SR 198/CNIC RR Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 23.730, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: Monolithic Concrete Find on map >>
Structure Number: 31000630200428A, Location: SR 63 OVER US 98 (Lat: 30.957778, Lng: -88.626944), Route carried "on" structure: State highway 63, Year Built: 2000, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 4,500 (year 2025), Design Load: HS 20, Features Intersected: US 98 Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 25.980, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable 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: Monolithic Concrete Find on map >>
Structure Number: 31000630200428B, Location: SR 63 OVER US 98 (Lat: 30.957778, Lng: -88.626944), Route carried "on" structure: State highway 63, Year Built: 2000, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 4,500 (year 2025), Design Load: HS 20, Features Intersected: US 98 Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 25.980, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable 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: Monolithic Concrete Find on map >>
Structure Number: 31001980202096, Location: 0.8 MI E SR 63 SOUTH (Lat: 30.924681, Lng: -88.581111), Route carried "on" structure: State highway 198, Year Built: 1999, Status: Open, Structure Length: 13.78m (45.21ft), Average Daily Traffic: 6,100 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 9,150 (year 2025), Design Load: HS 20, Features Intersected: DEPOT CREEK/CNIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.910, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.4m (47.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 14.4m (47.2ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 41000630200401, Location: 1.7 MI N SR 26 (Lat: 30.917222, Lng: -88.628611), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 500 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2025), Design Load: HS 20, Features Intersected: SR 63, Facility Carried by Structure: FIG FARM ROAD Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 3.172, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable 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: Monolithic Concrete Find on map >>
Structure Number: 31000260200747, Location: SR 26 OVER SR 63 (Lat: 30.892778, Lng: -88.619722), Route carried "under" structure: State highway 63, Year Built: 1999, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 3,950 (year 2005), Truck Traffic: 8%, Features Intersected: SR 63, Facility Carried by Structure: SR 26 Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 1.796, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 31000260200747, Location: SR 26 OVER SR 63 (Lat: 30.892778, Lng: -88.619722), Route carried "under" structure: State highway 63, Year Built: 1999, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 3,950 (year 2005), Truck Traffic: 8%, Features Intersected: SR 63, Facility Carried by Structure: SR 26 Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 1.796, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 31000630200426A, Location: 1.0 MI S US 98 (Lat: 30.943889, Lng: -88.628333), Route carried "under" structure: State highway 198, Year Built: 2000, Structure Length: 11.12m (36.48ft), Average Daily Traffic: 2,500 (year 2005), Truck Traffic: 3%, Features Intersected: SR 198/CNIC RR, Facility Carried by Structure: SR 63 Minimum Vertical Clearance: 8.83m (28.97ft), Kilometerpoint: 3.817, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft) Find on map >>
Structure Number: 31000630200426B, Location: 1.0 MI S US 98 (Lat: 30.943889, Lng: -88.628333), Route carried "under" structure: State highway 198, Year Built: 2000, Structure Length: 11.12m (36.48ft), Average Daily Traffic: 2,500 (year 2005), Truck Traffic: 3%, Features Intersected: SR 198/CNIC RR, Facility Carried by Structure: SR 63 Minimum Vertical Clearance: 8.83m (28.97ft), Kilometerpoint: 3.817, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft) Find on map >>
Structure Number: 31000630200428A, Location: SR 63 OVER US 98 (Lat: 30.957778, Lng: -88.626944), Route carried "under" structure: US 98, Year Built: 2000, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 3,600 (year 2005), Truck Traffic: 10%, Features Intersected: US 98, Facility Carried by Structure: SR 63 Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 7.439, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 31000630200428A, Location: SR 63 OVER US 98 (Lat: 30.957778, Lng: -88.626944), Route carried "under" structure: US 98, Year Built: 2000, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 3,600 (year 2005), Truck Traffic: 10%, Features Intersected: US 98, Facility Carried by Structure: SR 63 Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 7.439, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 31000630200428B, Location: SR 63 OVER US 98 (Lat: 30.957778, Lng: -88.626944), Route carried "under" structure: US 98, Year Built: 2000, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 3,600 (year 2005), Truck Traffic: 10%, Features Intersected: US 98, Facility Carried by Structure: SR 63 Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 7.439, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 31000630200428B, Location: SR 63 OVER US 98 (Lat: 30.957778, Lng: -88.626944), Route carried "under" structure: US 98, Year Built: 2000, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 3,600 (year 2005), Truck Traffic: 10%, Features Intersected: US 98, Facility Carried by Structure: SR 63 Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 7.439, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 41000630200401, Location: 1.7 MI N SR 26 (Lat: 30.917222, Lng: -88.628611), Route carried "under" structure: State highway 63, Year Built: 2000, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 3,450 (year 2005), Truck Traffic: 8%, Features Intersected: SR 63, Facility Carried by Structure: FIG FARM ROAD Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 2.076, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 41000630200401, Location: 1.7 MI N SR 26 (Lat: 30.917222, Lng: -88.628611), Route carried "under" structure: State highway 63, Year Built: 2000, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 3,450 (year 2005), Truck Traffic: 8%, Features Intersected: SR 63, Facility Carried by Structure: FIG FARM ROAD Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 2.076, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Discuss this city on our hugely popular Mississippi forum Back to: Lucedale, MS, Mississippi, All US cities.
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