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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: 92
Total length: 595 meters (1,952ft) Total costs: $16,926,000 Total average daily traffic: 790,170 Total average daily truck traffic: 57,470 National Bridge Inventory (NBI) Registered Bridges for Tupelo
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 21000450412238A, Location: 4.0 MI S US 78 (Lat: 34.243597, Lng: -88.696114), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 14,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 21,000 (year 2029), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.223, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), 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 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000450412238B, Location: 4.0 MI S US 78 (Lat: 34.242483, Lng: -88.696500), Route carried "on" structure: US 45, Year Built: 1972, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 14,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 21,000 (year 2029), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.780, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), 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 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000450412248A, Location: US 45 OVER SR 6 (Lat: 34.257850, Lng: -88.693983), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 14,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 23,250 (year 2029), Design Load: HS 20, Features Intersected: SR 6 AND SR 178 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.610, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), 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 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000450412248B, Location: US 45 OVER SR 6 (Lat: 34.257078, Lng: -88.693786), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 15,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 22,500 (year 2029), Design Load: HS 20, Features Intersected: SR 6 AND SR 178 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.441, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), 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: Good, Substructure: Very good, Inventory Rating: 67.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000450412260A, Location: 1.8 MI S US 78 (Lat: 34.271689, Lng: -88.701139), Route carried "on" structure: US 45, Year Built: 1975, Status: Open, Structure Length: 14.84m (48.69ft), Average Daily Traffic: 15,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 23,250 (year 2029), Design Load: HS 20, Features Intersected: FRONT ST, KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.803, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), 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 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000450412260B, Location: 1.8 MI S US 78 (Lat: 34.271147, Lng: -88.699839), Route carried "on" structure: US 45, Year Built: 1966, Status: Open, Structure Length: 14.90m (48.88ft), Average Daily Traffic: 15,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 22,500 (year 2029), Design Load: HS 20, Features Intersected: FRONT ST, KCS RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.224, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), 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 11, Bridge Improvement Cost: $418,000, Roadway Improvement Cost: $200,000, Total Project Cost: $618,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000450412273, Location: 0.7 MI S US 78 (Lat: 34.286286, Lng: -88.706747), Route carried "on" structure: US 45, Year Built: 1983, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 32,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 48,000 (year 2029), Design Load: HS 20, Features Intersected: OLD TOWN CREEK RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.199, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), 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: Good, Culverts: Good, 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: Febuary 11 Find on map >> Show street view
Structure Number: 21000450412276A, Location: 0.4 MI S US 78 (Lat: 34.291133, Lng: -88.704747), Route carried "on" structure: US 45, Year Built: 1981, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 16,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 24,000 (year 2029), Design Load: HS 20, Features Intersected: OLD TOWN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.294, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), 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 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000450412276B, Location: 0.4 MI S US 78 (Lat: 34.289917, Lng: -88.705008), Route carried "on" structure: US 45, Year Built: 1981, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 16,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 24,000 (year 2029), Design Load: HS 20, Features Intersected: OLD TOWN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.633, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), 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: Satisfactory, 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 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 31000060411245, Location: 0.3 MI W SR 145 (Lat: 34.257242, Lng: -88.720433), Route carried "on" structure: US 278, Year Built: 1950, Year Reconstructed: 1988, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 20,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 30,000 (year 2029), Design Load: H 15, Features Intersected: KINGS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.081, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), 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: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 11, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $200,000, Total Project Cost: $500,000 ( Estimate for 2004) Find on map >> Show street view
Structure Number: 31000060411246, Location: 0.2 MI W SR 145 (Lat: 34.257228, Lng: -88.718914), Route carried "on" structure: US 278, Year Built: 1951, Year Reconstructed: 2000, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 21,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 30,000 (year 2029), Design Load: H 15, Features Intersected: LITTLE KING'S CREEK Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 10.221, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), 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: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11 Find on map >> Show street view
Structure Number: 31000060411261, Location: 0.1 MI E US 45 (Lat: 34.257478, Lng: -88.691056), Route carried "on" structure: US 6, Year Built: 1964, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 17,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 28,500 (year 2029), Design Load: HS 15, Features Intersected: OLD TOWN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.297, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: 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 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 31000060411263, Location: 0.3 MI E US 45 (Lat: 34.257453, Lng: -88.688347), Route carried "on" structure: US 6, Year Built: 1947, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 17,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 25,500 (year 2029), Design Load: HS 15, Features Intersected: OLD TOWN CREEK RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.048, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), 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: Satisfactory, 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: 9.76m (32.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $986,000, Roadway Improvement Cost: $99,000, Total Project Cost: $2,801,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 31000060411266, Location: 0.6 MI E US 45 (Lat: 34.257447, Lng: -88.684189), Route carried "on" structure: US 6, Year Built: 1947, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 19,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 28,500 (year 2029), Design Load: HS 15, Features Intersected: MUD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.665, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), 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: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, 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: 12.39m (40.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $1,265,000, Roadway Improvement Cost: $127,000, Total Project Cost: $3,576,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 31001450410095, Location: 0.2 MI S SR 6 (Lat: 34.253561, Lng: -88.715936), Route carried "on" structure: State highway 145, Year Built: 1935, Year Reconstructed: 1967, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 17,000 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 25,500 (year 2029), Design Load: H 15, Features Intersected: KINGS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.976, 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: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $37,000, Total Project Cost: $1,095,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 31001450410115A, Location: SR 145 OVER SR 178 (Lat: 34.273628, Lng: -88.715661), Route carried "on" structure: State highway 145, Year Built: 1967, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 11,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 21,000 (year 2029), Design Load: HS 20, Features Intersected: SR 178 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.070, 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: 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 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 31001450410115B, Location: SR 145 OVER SR 178 (Lat: 34.272814, Lng: -88.715522), Route carried "on" structure: State highway 145, Year Built: 1967, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 11,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 16,500 (year 2029), Design Load: HS 20, Features Intersected: SR 178 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.117, 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 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 31001450412278, Location: 1.3 MI N SR 178 (Lat: 34.292211, Lng: -88.710828), Route carried "on" structure: State highway 145, Year Built: 2000, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 24,000 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 36,000 (year 2029), Design Load: HS 20, Features Intersected: TOWN CREEK TRIBUTARY Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 22.371, 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: Febuary 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 31001450412279, Location: 1.4 MI N SR 178 (Lat: 34.294064, Lng: -88.709422), Route carried "on" structure: State highway 145, Year Built: 2000, Status: Open, Structure Length: 9.38m (30.77ft), Average Daily Traffic: 19,000 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 28,500 (year 2029), Design Load: HS 20, Features Intersected: TOWN CREEK Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 22.615, 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: 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: Febuary 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 31001780410884A, Location: SR178 OVER US 45 (Lat: 34.275069, Lng: -88.706367), Route carried "on" structure: State highway 178, Year Built: 1966, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 8,500 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 13,500 (year 2029), Design Load: HS 20, Features Intersected: US 45 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.151, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 17, Subroute: 1), 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: 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 11, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $200,000, Total Project Cost: $668,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 31001780410884B, Location: SR178 OVER SR 45 (Lat: 34.274553, Lng: -88.706903), Route carried "on" structure: State highway 178, Year Built: 1975, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 4,700 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 7,050 (year 2029), Design Load: HS 20, Features Intersected: US 45 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.748, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 17, Subroute: 1), 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: Good, Superstructure: 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 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 31001780410923, Location: 2.6 MI E US 45 (Lat: 34.258400, Lng: -88.653581), Route carried "on" structure: State highway 178, Year Built: 1948, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 6,400 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 9,600 (year 2029), Design Load: HS 15, Features Intersected: WEST TULIP CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.629, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 17, Subroute: 2), 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: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $32,000, Total Project Cost: $939,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 51000060411233, Location: 1.5 MI W SR 145 (Lat: 34.209689, Lng: -88.746161), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 9.46m (31.04ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2029), Design Load: HS 20, Features Intersected: SR 6, Facility Carried by Structure: THOMAS STREET Minimum Vertical Clearance: 99.90m (327.76ft), Kilometerpoint: 1.263, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 51000060411238, Location: 1.0 MI W SR 145 (Lat: 34.208558, Lng: -88.737444), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 9.92m (32.55ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2029), Design Load: HS 20, Features Intersected: SR 6, Facility Carried by Structure: SOUTHERN HEIGHTS R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.654, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 51001780410868, Location: 0.5 MI E NATCHEZ TRACE (Lat: 34.277978, Lng: -88.725261), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 5,700 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 8,550 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 178, Facility Carried by Structure: COUNTRY CLUB ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.143, 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: January 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 5100178041088, Location: 0.3 MI E SR 145 (Lat: 34.272497, Lng: -88.711247), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 2,000 (year 2008), Average Future Daily Traffic: 3,000 (year 2029), Design Load: HS 20, Features Intersected: SR 178, Facility Carried by Structure: MADISON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.852, 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: Satisfactory, 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: January 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 51001780410882, Location: 0.4 MI E US 145 (Lat: 34.273325, Lng: -88.709183), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 3,400 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 5,100 (year 2029), Design Load: HS 20, Features Intersected: SR 178, Facility Carried by Structure: GREEN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.893, 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: January 11, Bridge Improvement Cost: $79,000, Roadway Improvement Cost: $200,000, Total Project Cost: $324,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
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: 2,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2028), Design Load: HS 15, 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: 7.0m (23.0ft), 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: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $200,000, Total Project Cost: $353,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
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: 2,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2028), Design Load: HS 15, 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: 7.0m (23.0ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal 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: January 11, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $200,000, Total Project Cost: $450,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
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 2008), Truck Traffic: 8%, Average Future Daily Traffic: 3,300 (year 2028), 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: 5, Owner: Railroad, Approaching Roadway Width: 12.2m (40.0ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.3m (60.0ft) 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: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $40,000, Total Project Cost: $244,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
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 2008), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2028), 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: 7.9m (25.9ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
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: 1966, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 5,900 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 8,850 (year 2028), Design Load: HS 20, 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: 7.9m (25.9ft), 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: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
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: 430 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 645 (year 2028), Design Load: HS 15, 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: 9.1m (29.9ft), 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: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11 Find on map >> Show street view
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: 2,100 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2028), Design Load: HS 20, 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) 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: 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: January 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
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: 2,100 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2028), 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: 8.1m (26.6ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
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 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2028), Design Load: H 15, 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: 9.1m (29.9ft), Skew: 1 degrees, 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $30,000, Total Project Cost: $120,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: SA4100000000075, Location: SEC 35 T 9S R 5E (Lat: 34.250000, Lng: -88.739694), Route carried "on" structure: County highway 2603, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2028), Design Load: H 15, 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: 9.1m (29.9ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present minimum criteria, Waterway Adequacy: Equal 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: January 11, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $30,000, Total Project Cost: $120,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: SA4100000000076, Location: SEC 35 T 9S R 5E (Lat: 34.250139, Lng: -88.738667), Route carried "on" structure: County highway 2604, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2028), Design Load: H 15, 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: 10.2m (33.5ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present minimum criteria, Waterway Adequacy: Equal 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: January 11, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $30,000, Total Project Cost: $120,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
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: 6,700 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 10,050 (year 2028), 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: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11 Find on map >> Show street view
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: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,100 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2028), 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: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $25,000, Total Project Cost: $153,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
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 2008), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2028), Design Load: H 15, 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: 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: 0.2m (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: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: January 11, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $30,000, Total Project Cost: $120,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
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: 2,400 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 3,600 (year 2028), 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: 9.1m (29.9ft), 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: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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