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Bridge Statistics for Tupelo, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Tupelo, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 83 Total length: 498 meters (1,634ft) Total costs: $11,917,000 Total average daily traffic: 726,865 Total average daily truck traffic: 51,951 National Bridge Inventory (NBI) Registered Bridges for Tupelo
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 21000450412238A, Location: 4.0 MI S US 78 (Lat: 34.242317, Lng: -88.696392), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 15,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 23,250 (year 2025), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.681, Lanes on 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: 8, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 21000450412238B, Location: 4.0 MI S US 78 (Lat: 34.242317, Lng: -88.696392), Route carried "on" structure: US 45, Year Built: 1972, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 15,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 23,250 (year 2025), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.664, Lanes on 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: 8, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 21000450412248A, Location: US 45 OVER SR 6 (Lat: 34.256972, Lng: -88.693711), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 15,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 23,250 (year 2025), Design Load: HS 20, Features Intersected: SR 6 AND SR 178 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.390, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 67.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 21000450412248B, Location: US 45 OVER SR 6 (Lat: 34.256972, Lng: -88.693711), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 15,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 23,250 (year 2025), Design Load: HS 20, Features Intersected: SR 6 AND SR 178 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.390, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 67.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 21000450412260A, Location: 1.8 MI S US 78 (Lat: 34.271186, Lng: -88.700114), Route carried "on" structure: US 45, Year Built: 1975, Status: Open, Structure Length: 14.84m (48.69ft), Average Daily Traffic: 15,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 23,250 (year 2025), Design Load: HS 20, Features Intersected: FRONT ST, KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.128, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 21000450412260B, Location: 1.8 MI S US 78 (Lat: 34.271186, Lng: -88.700114), Route carried "on" structure: US 45, Year Built: 1966, Status: Open, Structure Length: 14.90m (48.88ft), Average Daily Traffic: 15,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 23,250 (year 2025), Design Load: HS 20, Features Intersected: FRONT ST, KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.130, 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: 5, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.90m (48.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $418,000, Roadway Improvement Cost: $200,000, Total Project Cost: $618,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 21000450412273, Location: 0.7 MI S US 78 (Lat: 34.285014, Lng: -88.707347), Route carried "on" structure: US 45, Year Built: 1983, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 31,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 46,500 (year 2025), Design Load: HS 20, Features Intersected: OLD TOWN CREEK RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.957, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Very good, Culverts: Very good, 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: March 2007 Find on map >>
Structure Number: 21000450412276A, Location: 0.4 MI S US 78 (Lat: 34.290575, Lng: -88.704853), Route carried "on" structure: US 45, Year Built: 1981, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 15,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 23,250 (year 2025), Design Load: HS 20, Features Intersected: OLD TOWN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.600, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.6 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 21000450412276B, Location: 0.4 MI S US 78 (Lat: 34.290575, Lng: -88.704853), Route carried "on" structure: US 45, Year Built: 1981, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 15,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 23,250 (year 2025), Design Load: HS 20, Features Intersected: OLD TOWN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.600, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 47.6 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 31000060411245, Location: 0.3 MI W SR 145 (Lat: 34.257183, Lng: -88.720453), Route carried "on" structure: US 278, Year Built: 1950, Year Reconstructed: 1988, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 25,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 37,500 (year 2025), Design Load: H 15, Features Intersected: KINGS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.874, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $200,000, Total Project Cost: $500,000 ( Estimate for 2000) Find on map >>
Structure Number: 31000060411246, Location: 0.2 MI W SR 145 (Lat: 34.257222, Lng: -88.719444), Route carried "on" structure: US 278, Year Built: 1951, Year Reconstructed: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 25,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 37,500 (year 2025), Design Load: H 15, Features Intersected: LITTLE KING'S CREEK Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 10.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: March 2007 Find on map >>
Structure Number: 31000060411261, Location: 0.1 MI E US 45 (Lat: 34.257328, Lng: -88.691667), Route carried "on" structure: US 6, Year Built: 1964, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 19,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 28,500 (year 2025), Design Load: HS 15, Features Intersected: OLD TOWN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.170, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 26.8m (87.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 31000060411263, Location: 0.3 MI E US 45 (Lat: 34.257317, Lng: -88.691389), Route carried "on" structure: US 6, Year Built: 1947, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 19,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 28,500 (year 2025), Design Load: HS 15, Features Intersected: OLD TOWN CREEK RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.170, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 41.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.63m (28.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $418,000, Roadway Improvement Cost: $130,000, Total Project Cost: $836,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 31000060411266, Location: 0.6 MI E US 45 (Lat: 34.257336, Lng: -88.685483), Route carried "on" structure: US 6, Year Built: 1947, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 19,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 28,500 (year 2025), Design Load: HS 15, Features Intersected: MUD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.75m (31.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $200,000, Total Project Cost: $700,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 31001450410095, Location: 0.2 MI S SR 6 (Lat: 34.253336, Lng: -88.715819), Route carried "on" structure: State highway 145, Year Built: 1935, Year Reconstructed: 1967, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 20,000 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 30,000 (year 2025), Design Load: H 15, Features Intersected: KINGS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.660, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $200,000, Total Project Cost: $435,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 31001450410115A, Location: SR 145 OVER SR 178 (Lat: 34.272689, Lng: -88.715467), Route carried "on" structure: State highway 145, Year Built: 1967, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 14,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 21,000 (year 2025), Design Load: HS 20, Features Intersected: SR 178 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.840, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 31001450410115B, Location: SR 145 OVER SR 178 (Lat: 34.272689, Lng: -88.715467), Route carried "on" structure: State highway 145, Year Built: 1967, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 14,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 21,000 (year 2025), Design Load: HS 20, Features Intersected: SR 178 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.840, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 31001450412278, Location: 1.3 MI N SR 178 (Lat: 34.293056, Lng: -88.710000), Route carried "on" structure: State highway 145, Year Built: 2000, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 18,000 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 27,000 (year 2025), Design Load: HS 20, Features Intersected: TOWN CREEK TRIBUTARY Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 22.110, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 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: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 31001450412279, Location: 1.4 MI N SR 178 (Lat: 34.293889, Lng: -88.709444), Route carried "on" structure: State highway 145, Year Built: 2000, Status: Open, Structure Length: 9.38m (30.77ft), Average Daily Traffic: 18,000 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 27,000 (year 2025), Design Load: HS 20, Features Intersected: TOWN CREEK Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 22.290, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 31001780410884A, Location: SR178 OVER US 45 (Lat: 34.273972, Lng: -88.704028), Route carried "on" structure: State highway 178, Year Built: 1966, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 13,500 (year 2025), Design Load: HS 20, Features Intersected: US 45 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.030, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $200,000, Total Project Cost: $668,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 31001780410884B, Location: SR178 OVER SR 45 (Lat: 34.273975, Lng: -88.704036), Route carried "on" structure: State highway 178, Year Built: 1975, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 13,500 (year 2025), Design Load: HS 20, Features Intersected: US 45 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.029, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, 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-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 31001780410923, Location: 2.6 MI E US 45 (Lat: 34.258178, Lng: -88.654181), Route carried "on" structure: State highway 178, Year Built: 1948, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 7,200 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 10,800 (year 2025), Design Load: HS 15, Features Intersected: WEST TULIP CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.499, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), 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: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $200,000, Total Project Cost: $435,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 51001780410868, Location: 0.5 MI E NATCHEZ TRACE (Lat: 34.277831, Lng: -88.725111), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 5,700 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 8,550 (year 2025), Design Load: HS 20+Mod, Features Intersected: SR 178, Facility Carried by Structure: COUNTRY CLUB ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.217, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 5100178041088, Location: 0.3 MI E SR 145 (Lat: 34.273056, Lng: -88.712222), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 2,000 (year 2005), Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20, Features Intersected: SR 178, Facility Carried by Structure: MADISON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.838, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 51001780410882, Location: 0.4 MI E US 145 (Lat: 34.273611, Lng: -88.709444), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 3,600 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 5,400 (year 2025), Design Load: HS 20, Features Intersected: SR 178, Facility Carried by Structure: GREEN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.795, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $79,000, Roadway Improvement Cost: $200,000, Total Project Cost: $324,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA4100000000063, Location: SEC 11 T 9S R 5E B (Lat: 34.309167, Lng: -88.737222), Route carried "on" structure: County highway 675, Year Built: 1967, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 310 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 465 (year 2027), Features Intersected: BUSFALOBA CREEK, Facility Carried by Structure: MT. VERNON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 24.3 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $200,000, Total Project Cost: $353,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA4100000000064, Location: SEC 14 T 9S R 5E B (Lat: 34.308611, Lng: -88.737500), Route carried "on" structure: County highway 675, Year Built: 1963, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,600 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 2,400 (year 2027), Features Intersected: TOWN CREEK, Facility Carried by Structure: MT. VERNON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.2 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $200,000, Total Project Cost: $450,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA4100000000065, Location: SEC 16 T 9S R 5E (Lat: 34.296667, Lng: -88.773333), Route carried "on" structure: County highway 2400, Year Built: 1981, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,200 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 3,300 (year 2027), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN RR, Facility Carried by Structure: COLEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, 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 or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Very good, Superstructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA4100000000069, Location: SEC 22 T 9S R 5E (Lat: 34.291111, Lng: -88.764722), Route carried "on" structure: County highway 45, Year Built: 1994, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 300 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2027), Design Load: HS 20, Features Intersected: KINGS CREEK, Facility Carried by Structure: State highway 3 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: SA410000000007, Location: SEC 25 T 9S R 5E (Lat: 34.265000, Lng: -88.731111), Route carried "on" structure: County highway 2024, Year Built: 1960, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 1,200 (year 2027), Features Intersected: KINGS CREEK, Facility Carried by Structure: JACKSON ST WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $200,000, Total Project Cost: $469,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA4100000000071, Location: SEC 25 T 9S R 5E (Lat: 34.276389, Lng: -88.735000), Route carried "on" structure: County highway 3125, Year Built: 1964, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 300 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2027), Features Intersected: KINGS CREEK, Facility Carried by Structure: LUMPKIN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 32.4 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: Better than 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: October 2007 Find on map >>
Structure Number: SA4100000000072, Location: SEC 32 T 9S R 5E B (Lat: 34.265000, Lng: -88.790833), Route carried "on" structure: County highway 669, Year Built: 1994, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 1,500 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 2,250 (year 2027), Features Intersected: LITTLE COONEWAH CREEK, Facility Carried by Structure: CHESTERVILLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: SA4100000000073, Location: SEC 33 T 9S R 5E B (Lat: 34.265000, Lng: -88.790833), Route carried "on" structure: City street 669, Year Built: 1998, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,500 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 2,250 (year 2027), Design Load: HS 20, Features Intersected: RUSSELL CREEK, Facility Carried by Structure: CHESTERVILLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: SA4100000000074, Location: SEC 35 T 9S R 5E (Lat: 34.250556, Lng: -88.743333), Route carried "on" structure: County highway 2602, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2027), Features Intersected: COONEWAH BRANCH, Facility Carried by Structure: MAYNARD DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA4100000000075, Location: SEC 35 T 9S R 5E (Lat: 34.250000, Lng: -88.736667), Route carried "on" structure: County highway 2603, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2027), Features Intersected: COONEWAH BRANCH, Facility Carried by Structure: AUGUSTA ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.6m (31.5ft) 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: 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: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA4100000000076, Location: SEC 35 T 9S R 5E (Lat: 34.249722, Lng: -88.736111), Route carried "on" structure: County highway 2604, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2027), Features Intersected: COONEWAH BRANCH, Facility Carried by Structure: LAKEVIEW ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $200,000, Total Project Cost: $279,000 ( Estimate for 2003), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: SA4100000000077, Location: SEC 36 T 9S R 5E (Lat: 34.250000, Lng: -88.728611), Route carried "on" structure: County highway 2008, Year Built: 1960, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,700 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 8,550 (year 2027), Design Load: HS 20, Features Intersected: KINGS CREEK BRANCH, Facility Carried by Structure: LAWNDALE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: SA4100000000079, Location: SEC 36 T 9S R 5E (Lat: 34.251944, Lng: -88.722778), Route carried "on" structure: County highway 2059, Year Built: 1972, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,100 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2027), Design Load: H 15, Features Intersected: KINGS CREEK BRANCH, Facility Carried by Structure: IDA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $200,000, Total Project Cost: $367,000 ( Estimate for 2003), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA410000000008, Location: SEC 36 T 9S R 5E (Lat: 34.258889, Lng: -88.719722), Route carried "on" structure: County highway 2084, Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 500 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2027), Features Intersected: SAND BRANCH, Facility Carried by Structure: JEFFERSON ST WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $200,000, Total Project Cost: $356,000 ( Estimate for 2003), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: SA4100000000081, Location: SEC 36 T 9S R 5E (Lat: 34.261111, Lng: -88.723056), Route carried "on" structure: County highway 2174, Year Built: 1968, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,300 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 3,450 (year 2027), Design Load: HS 15, Features Intersected: KINGS CREEK, Facility Carried by Structure: BLAIR STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA4100000000082, Location: SEC 36 T 9S R 5E (Lat: 34.255556, Lng: -88.720000), Route carried "on" structure: County highway 2214, Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,300 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 6,450 (year 2027), Design Load: HS 20, Features Intersected: KINGS CREEK BRANCH, Facility Carried by Structure: INDUSTRIAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: SA4100000000083, Location: SEC 36 T 9S R 5E (Lat: 34.250556, Lng: -88.724444), Route carried "on" structure: County highway 3628, Year Built: 1974, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,000 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2027), Features Intersected: TOWN CREEK, Facility Carried by Structure: MILFORD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: 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: 7.3m (24.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 32.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007 Find on map >>
Structure Number: SA4100000000084, Location: SEC 8 T 9S R 6E B (Lat: 34.315556, Lng: -88.695833), Route carried "on" structure: County highway 325, Year Built: 1985, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 3,800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 5,700 (year 2027), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: BARNES CROSSING RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.97m (35.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $200,000, Total Project Cost: $628,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA4100000000094, Location: SEC 28 T 9S R 6E (Lat: 34.271667, Lng: -88.680556), Route carried "on" structure: County highway 653, Year Built: 1982, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,100 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 10,650 (year 2027), Features Intersected: MUD CREEK, Facility Carried by Structure: NORTH VETERANS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 15.0m (49.2ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $200,000, Total Project Cost: $328,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: SA4100000000095, Location: SEC 30 T 9S R 6E (Lat: 34.273056, Lng: -88.708889), Route carried "on" structure: County highway 2007, Year Built: 1965, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 3,300 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 4,950 (year 2027), Features Intersected: MCCULLOUGH BLVD, Facility Carried by Structure: NORTH GREEN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.368, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $200,000, Total Project Cost: $492,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: SA4100000000096, Location: SEC 30 T 9S R 6E (Lat: 34.264722, Lng: -88.717778), Route carried "on" structure: County highway 2024, Year Built: 1992, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 1,200 (year 2027), Design Load: HS 15, Features Intersected: KINGS CREEK N.E. BRANCH, Facility Carried by Structure: WEST JACKSON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Very good, 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: Better than 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: October 2007, Deck Structure Type: Concrete Precast Panels Discuss this city on our hugely popular Mississippi forum Back to: Tupelo, MS, Mississippi, All US cities.
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