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Bridge Statistics for New Albany, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: New Albany, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 114 meters (374ft) Total costs: $1,249,000 Total average daily traffic: 129,775 Total average daily truck traffic: 9,954 National Bridge Inventory (NBI) Registered Bridges for New Albany
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 2100078073065, Location: 1.0 MI W SR 15 (Lat: 34.481953, Lng: -89.017117), Route carried "on" structure: US 78, Year Built: 1965, Status: Open, Structure Length: 16.22m (53.22ft), Average Daily Traffic: 21,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 31,500 (year 2025), Design Load: HS 20, Features Intersected: CENTRAL AVE/KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.626, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 95.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 21000780730660A, Location: US 78 OVER SR 15 (Lat: 34.469658, Lng: -89.006528), Route carried "on" structure: US 78, Year Built: 1968, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 13,500 (year 2025), Design Load: HS 20, Features Intersected: SR 15 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.328, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 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: 27.4m (89.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $279,000, Roadway Improvement Cost: $200,000, Total Project Cost: $575,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 21000780730660B, Location: US 78 OVER SR 15 (Lat: 34.469658, Lng: -89.006528), Route carried "on" structure: US 78, Year Built: 1968, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 13,500 (year 2025), Design Load: HS 20, Features Intersected: SR 15 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.328, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 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: 27.4m (89.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 21000780730665A, Location: 0.5 MI E SR 15 (Lat: 34.465728, Lng: -88.999208), Route carried "on" structure: US 78, Year Built: 1968, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 13,500 (year 2025), Design Load: HS 20, Features Intersected: MURRAH DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.130, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 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: 21.3m (69.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 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: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 21000780730665B, Location: 0.5 MI E SR 15 (Lat: 34.465728, Lng: -88.999208), Route carried "on" structure: US 78, Year Built: 1968, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 13,500 (year 2025), Design Load: HS 20, Features Intersected: MURRAH DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.130, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 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: 21.3m (69.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 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: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3100015073295, Location: 0.1 MI N SR 178 (Lat: 34.483261, Lng: -88.998906), Route carried "on" structure: State highway 15, Year Built: 1948, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 8,900 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 13,350 (year 2025), Design Load: HS 15, Features Intersected: BURLINGTON NORTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.836, Lanes on structure: 2, 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: 5, Length of Maximum Span: 12.2m (40.0ft), 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: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $130,000, Total Project Cost: $450,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 31000300730312, Location: SR 30 OVER US 78 (Lat: 34.496869, Lng: -89.032056), Route carried "on" structure: State highway 30, Year Built: 1965, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 10,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 15,000 (year 2025), Design Load: HS 20, Features Intersected: US 78 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.205, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, 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: 15.8m (51.8ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3100178073064, Location: 1.2 MI W SR 15 (Lat: 34.495358, Lng: -89.013333), Route carried "on" structure: State highway 178, Year Built: 2005, Status: Open, Structure Length: 21.08m (69.16ft), Average Daily Traffic: 13,000 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 19,500 (year 2025), Design Load: HS 20, Features Intersected: LITTLE TALLAHATCHIE Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 16.801, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 11, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 27.9m (91.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: SA7300000000031, Location: SEC 31 T 6S R 3E B (Lat: 34.525100, Lng: -89.019583), Route carried "on" structure: County highway 929, Year Built: 1977, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2027), Design Load: HS 20, Features Intersected: DAMNATION CREEK, Facility Carried by Structure: COUNTY ROAD 81 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Very good, Culverts: 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: 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: January 2008 Find on map >>
Structure Number: SA7300000000032, Location: SEC 32 T 6S R 3E B (Lat: 34.518450, Lng: -89.010317), Route carried "on" structure: County highway 980, Year Built: 1985, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,300 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 3,450 (year 2027), Design Load: HS 20+Mod, Features Intersected: DAMNATION CREEK, Facility Carried by Structure: COUNTY ROAD 269 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft) Condition: Channel: Excellent, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: SA7300000000033, Location: SEC 32 T 6S R 3E B (Lat: 34.518250, Lng: -89.002850), Route carried "on" structure: County highway 980, Year Built: 1985, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,300 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 3,450 (year 2027), Design Load: HS 20, Features Intersected: LUKESASPER CREEK, Facility Carried by Structure: COUNTY ROAD 269 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 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-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: SA7300000000076, Location: SEC 2 T 7S R 2E B (Lat: 34.500250, Lng: -89.058100), Route carried "on" structure: County highway 173, Year Built: 1983, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 125 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 188 (year 2027), Design Load: HS 20, Features Intersected: HELL CREEK, Facility Carried by Structure: COUNTY ROAD 54 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: 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: 24.4m (80.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Very good, Superstructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7300000000086, Location: SEC 7 T 7S R 3E B (Lat: 34.482167, Lng: -89.022550), Route carried "on" structure: County highway 109, Year Built: 1985, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 250 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 375 (year 2027), Design Load: HS 20, Features Intersected: TALLAHATCHIE CANAL, Facility Carried by Structure: COUNTY ROAD 85 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: SA7300000000087, Location: SEC 7 T 7S R 3E (Lat: 34.496667, Lng: -89.022000), Route carried "on" structure: County highway 642, Year Built: 1971, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 300 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2027), Design Load: H 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: OXFORD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $130,000, Total Project Cost: $224,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 21000780730660A, Location: US 78 OVER SR 15 (Lat: 34.469658, Lng: -89.006528), Route carried "under" structure: State highway 15, Year Built: 1968, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 8,300 (year 2005), Truck Traffic: 8%, Features Intersected: SR 15, Facility Carried by Structure: US 78 Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 10.149, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 21000780730660B, Location: US 78 OVER SR 15 (Lat: 34.469658, Lng: -89.006528), Route carried "under" structure: State highway 15, Year Built: 1968, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 8,300 (year 2005), Truck Traffic: 8%, Features Intersected: SR 15, Facility Carried by Structure: US 78 Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 10.149, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 31000300730312, Location: SR 30 OVER US 78 (Lat: 34.496869, Lng: -89.032056), Route carried "under" structure: US 78, Year Built: 1965, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 8,500 (year 2005), Truck Traffic: 8%, Features Intersected: US 78, Facility Carried by Structure: SR 30 Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 1.846, Lanes on structure: 3, 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: 31000300730312, Location: SR 30 OVER US 78 (Lat: 34.496869, Lng: -89.032056), Route carried "under" structure: US 78, Year Built: 1965, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 8,500 (year 2005), Truck Traffic: 8%, Features Intersected: US 78, Facility Carried by Structure: SR 30 Minimum Vertical Clearance: 0.52m (1.71ft), Kilometerpoint: 1.846, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Discuss this city on our hugely popular Mississippi forum Back to: New Albany, MS, Mississippi, All US cities.
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