 |
 |
Bridge Statistics for Oxford, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Oxford, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 40 Total length: 226 meters (741ft) Total costs: $4,006,000 Total average daily traffic: 383,375 Total average daily truck traffic: 31,009 National Bridge Inventory (NBI) Registered Bridges for Oxford
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 31000060360767A, Location: 0.2 MI W SR 7 (Lat: 34.353919, Lng: -89.509653), Route carried "on" structure: US 278, Year Built: 1964, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 17,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 26,250 (year 2025), Design Load: HS 20, Features Intersected: S.18TH ST EXTENDED Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.724, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000060360767B, Location: 0.2 MI W SR 7 (Lat: 34.353919, Lng: -89.509631), Route carried "on" structure: US 278, Year Built: 1964, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 17,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 26,250 (year 2025), Design Load: HS 20, Features Intersected: S 18TH ST EXTENDED Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.726, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000060360768, Location: 0.1 MI W SR 7 (Lat: 34.353917, Lng: -89.508728), Route carried "on" structure: US 278, Year Built: 1964, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 35,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 52,500 (year 2025), Design Load: HS 20, Features Intersected: BURNEY BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.809, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $200,000, Total Project Cost: $306,000 ( Estimate for 2000) Find on map >>
Structure Number: 31000070361172, Location: 13.4 MI N YALOBUSHA CL (Lat: 34.336275, Lng: -89.514317), Route carried "on" structure: State highway 7, Year Built: 1971, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 9,200 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 13,800 (year 2024), Design Load: HS 20, Features Intersected: BURNEY BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.055, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 31000070361181A, Location: SR 7 OVER US 278 (Lat: 34.353597, Lng: -89.508533), Route carried "on" structure: State highway 7, Year Built: 1967, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 9,200 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 13,800 (year 2024), Design Load: HS 20, Features Intersected: US 278 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.059, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.38m (24.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $26,000, Total Project Cost: $286,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000070361181B, Location: SR 7 OVER US 278 (Lat: 34.353597, Lng: -89.508533), Route carried "on" structure: State highway 7, Year Built: 1967, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 9,200 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 13,800 (year 2024), Design Load: HS 20, Features Intersected: US 278 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.059, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.38m (24.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $26,000, Total Project Cost: $360,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000070361187A, Location: 0.6 MI N SR 6 (Lat: 34.361542, Lng: -89.506031), Route carried "on" structure: State highway 7, Year Built: 1967, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 8,500 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 12,750 (year 2024), Design Load: HS 20, Features Intersected: UNIVERSITY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.971, Lanes on structure: 2, Lanes under structure: 2, 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: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Better than 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: 31000070361187B, Location: 0.6 MI N SR 6 (Lat: 34.361542, Lng: -89.506031), Route carried "on" structure: State highway 7, Year Built: 1967, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 8,500 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 12,750 (year 2024), Design Load: HS 20, Features Intersected: UNIVERSITY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.971, Lanes on structure: 2, Lanes under structure: 2, 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: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.16m (20.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $26,000, Total Project Cost: $252,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000070361201A, Location: 2.0 MI N SR 6 (Lat: 34.372842, Lng: -89.501100), Route carried "on" structure: State highway 7, Year Built: 1967, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 8,500 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 12,750 (year 2024), Design Load: HS 20, Features Intersected: SISK AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.312, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $26,000, Total Project Cost: $208,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000070361201B, Location: 2.0 MI N SR 6 (Lat: 34.372867, Lng: -89.501086), Route carried "on" structure: State highway 7, Year Built: 1967, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 8,500 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 12,750 (year 2024), Design Load: HS 20, Features Intersected: SISK AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.315, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $26,000, Total Project Cost: $208,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000300360005A, Location: SR 30 OVER SR 7 (Lat: 34.384683, Lng: -89.497542), Route carried "on" structure: State highway 30, Year Built: 1982, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 4,450 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 6,675 (year 2025), Design Load: HS 20, Features Intersected: SR 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.128, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 48.9 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 desirable criteria, Deck Geometry: Equal to 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000300360005B, Location: SR 30 OVER SR 7 (Lat: 34.384683, Lng: -89.497542), Route carried "on" structure: State highway 30, Year Built: 1982, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 4,450 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 6,675 (year 2025), Design Load: HS 20, Features Intersected: SR 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.128, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 48.9 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 desirable criteria, Deck Geometry: Equal to 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 41000060360748, Location: 2.0 MI W SR 7 (Lat: 34.356922, Lng: -89.544044), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 7,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 10,500 (year 2025), Design Load: HS 15, Features Intersected: SR 6, Facility Carried by Structure: COLISEUM DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.05m (26.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $11,000, Total Project Cost: $171,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 41000060360754, Location: 1.3 MI W SR 7 (Lat: 34.354919, Lng: -89.532906), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 9,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 14,250 (year 2025), Design Load: HS 15, Features Intersected: SR 6, Facility Carried by Structure: OLD TAYLOR ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.440, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.05m (26.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $11,000, Total Project Cost: $171,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 41000060360762, Location: 0.7 MI W SR 7 (Lat: 34.353589, Lng: -89.521231), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 11,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 16,500 (year 2025), Design Load: HS 20, Features Intersected: SR 6, Facility Carried by Structure: S LAMAR BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.353, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.98m (22.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $26,000, Total Project Cost: $276,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3600000000053, Location: SEC 20 T 8S R 3W (Lat: 34.363903, Lng: -89.530333), Route carried "on" structure: City street 8602, Year Built: 1936, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 11,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 13,000 (year 2025), Design Load: HS 20, Features Intersected: GERTRUDE FORD, Facility Carried by Structure: UNIVERSITY AVE Minimum Vertical Clearance: 14.80m (48.56ft), Kilometerpoint: 0.643, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $150,000, Total Project Cost: $419,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3600000000055, Location: SEC 33 T 8S R 3W (Lat: 34.346917, Lng: -89.514611), Route carried "on" structure: City street 8594, Year Built: 1991, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,500 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 8,000 (year 2028), Design Load: HS 20, Features Intersected: BURNEY BRANCH, Facility Carried by Structure: BELK STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3600000000056, Location: SEC 33 T 8S R 3W (Lat: 34.343042, Lng: -89.520744), Route carried "on" structure: County highway 9422, Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,300 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 9,500 (year 2028), Design Load: HS 20, Features Intersected: SPUR OF BURNEY BRANCH, Facility Carried by Structure: SOUTH LAMAR AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 43.2 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: December 2007 Find on map >>
Structure Number: SA3600000000064, Location: SEC 25 T 8S R 4W (Lat: 34.361864, Lng: -89.567328), Route carried "on" structure: City street 9425, Year Built: 2002, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 14,000 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 20,000 (year 2028), Design Load: HS 20, Features Intersected: GOOSE VALLEY CREEK SPUR, Facility Carried by Structure: JACKSON EXT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Very good, Channel: Excellent, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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, Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3600000000065, Location: SEC 25 T 8S R 4W (Lat: 34.362042, Lng: -89.564083), Route carried "on" structure: City street 9425, Year Built: 2001, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 14,000 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 20,000 (year 2028), Design Load: HS 20, Features Intersected: GOOSE VALLEY CREEK, Facility Carried by Structure: JACKSON AVE EXT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3600000000066, Location: SEC 25 T 8S R 4W (Lat: 34.363150, Lng: -89.565072), Route carried "on" structure: Spur City street 639, Year Built: 2000, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 250 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2025), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: EWING DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3600000000092, Location: SEC 4 T 9S R 3W (Lat: 34.328167, Lng: -89.515417), Route carried "on" structure: County highway 289, Year Built: 1969, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 375 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 900 (year 2028), Design Load: HS 20, Features Intersected: BURNEY BRANCH, Facility Carried by Structure: RETARDATION CENTER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $200,000, Total Project Cost: $365,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3600000000093, Location: SEC 4 T 9S R 3W (Lat: 34.331250, Lng: -89.514733), Route carried "on" structure: County highway 289, Year Built: 1970, Status: Closed, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 50 (year 2004), Average Future Daily Traffic: 100 (year 2028), Design Load: H 15, Features Intersected: BURNEY BRANCH, Facility Carried by Structure: RETARDATION CENTER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $177,000, Total Project Cost: $327,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3600000000094, Location: SEC 4 T 9S R 3W (Lat: 34.333933, Lng: -89.513500), Route carried "on" structure: City street 702, Year Built: 1980, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 450 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2028), Design Load: HS 15, Features Intersected: BURNEY BRANCH, Facility Carried by Structure: INDUSTRIAL PARK DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $200,000, Total Project Cost: $396,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA3600000000095, Location: SEC 5 T 9S R 3W (Lat: 34.329333, Lng: -89.525833), Route carried "on" structure: City street 3024, Year Built: 2003, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 100 (year 2025), Design Load: HS 20, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 43.2 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: December 2007 Find on map >>
Structure Number: SA3600000000189, Location: SEC 20 T 8S R 3W (Lat: 34.378194, Lng: -89.541611), Route carried "on" structure: City street 9423, Year Built: 2006, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 9,400 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 14,000 (year 2025), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: COLLEGE HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.100, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $130,000, Total Project Cost: $261,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 31000070361181A, Location: SR 7 OVER US 278 (Lat: 34.353597, Lng: -89.508533), Route carried "under" structure: State highway 278, Year Built: 1967, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 12,000 (year 2004), Truck Traffic: 8%, Features Intersected: US 278, Facility Carried by Structure: SR 7 Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 1.983, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 31000070361181A, Location: SR 7 OVER US 278 (Lat: 34.353597, Lng: -89.508533), Route carried "under" structure: State highway 278, Year Built: 1967, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 12,000 (year 2004), Truck Traffic: 8%, Features Intersected: US 278, Facility Carried by Structure: SR 7 Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 1.983, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 31000070361181B, Location: SR 7 OVER US 278 (Lat: 34.353597, Lng: -89.508533), Route carried "under" structure: State highway 278, Year Built: 1967, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 12,000 (year 2004), Truck Traffic: 8%, Features Intersected: US 278, Facility Carried by Structure: SR 7 Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 1.983, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 31000070361181B, Location: SR 7 OVER US 278 (Lat: 34.353597, Lng: -89.508533), Route carried "under" structure: State highway 278, Year Built: 1967, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 12,000 (year 2004), Truck Traffic: 8%, Features Intersected: US 278, Facility Carried by Structure: SR 7 Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 1.983, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 31000300360005A, Location: SR 30 OVER SR 7 (Lat: 34.384683, Lng: -89.497542), Route carried "under" structure: State highway 7, Year Built: 1982, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 8,500 (year 2005), Truck Traffic: 8%, Features Intersected: SR 7, Facility Carried by Structure: SR 30 Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 2.668, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 31000300360005A, Location: SR 30 OVER SR 7 (Lat: 34.384683, Lng: -89.497542), Route carried "under" structure: State highway 7, Year Built: 1982, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 8,500 (year 2005), Truck Traffic: 8%, Features Intersected: SR 7, Facility Carried by Structure: SR 30 Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 2.668, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 31000300360005B, Location: SR 30 OVER SR 7 (Lat: 34.384683, Lng: -89.497542), Route carried "under" structure: State highway 7, Year Built: 1982, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 8,500 (year 2005), Truck Traffic: 8%, Features Intersected: SR 7, Facility Carried by Structure: SR 30 Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 2.668, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 31000300360005B, Location: SR 30 OVER SR 7 (Lat: 34.384683, Lng: -89.497542), Route carried "under" structure: State highway 7, Year Built: 1982, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 8,500 (year 2005), Truck Traffic: 8%, Features Intersected: SR 7, Facility Carried by Structure: SR 30 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 41000060360748, Location: 2.0 MI W SR 7 (Lat: 34.356922, Lng: -89.544044), Route carried "under" structure: State highway 6, Year Built: 1963, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 8%, Features Intersected: SR 6, Facility Carried by Structure: COLISEUM DRIVE Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 1.657, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 41000060360748, Location: 2.0 MI W SR 7 (Lat: 34.356922, Lng: -89.544044), Route carried "under" structure: State highway 6, Year Built: 1963, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 8%, Features Intersected: SR 6, Facility Carried by Structure: COLISEUM DRIVE Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 1.657, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 41000060360754, Location: 1.3 MI W SR 7 (Lat: 34.354919, Lng: -89.532906), Route carried "under" structure: State highway 6, Year Built: 1963, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 10,000 (year 2005), Truck Traffic: 8%, Features Intersected: SR 6, Facility Carried by Structure: OLD TAYLOR ROAD Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 1.754, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 41000060360754, Location: 1.3 MI W SR 7 (Lat: 34.354919, Lng: -89.532906), Route carried "under" structure: State highway 6, Year Built: 1963, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 10,000 (year 2005), Truck Traffic: 8%, Features Intersected: SR 6, Facility Carried by Structure: OLD TAYLOR ROAD Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 1.754, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 41000060360762, Location: 0.7 MI W SR 7 (Lat: 34.353589, Lng: -89.521231), Route carried "under" structure: State highway 6, Year Built: 1961, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 17,500 (year 2005), Truck Traffic: 8%, Features Intersected: SR 6, Facility Carried by Structure: S LAMAR BLVD Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 1.866, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 41000060360762, Location: 0.7 MI W SR 7 (Lat: 34.353589, Lng: -89.521231), Route carried "under" structure: State highway 6, Year Built: 1961, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 17,500 (year 2005), Truck Traffic: 8%, Features Intersected: SR 6, Facility Carried by Structure: S LAMAR BLVD Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 1.866, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft) Discuss this city on our hugely popular Mississippi forum Back to: Oxford, MS, Mississippi, All US cities.
|
 |
