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Bridge Statistics for Batesville, Mississippi (MS) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Batesville, MS, Mississippi, Mississippi forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 17
Total length: 99 meters (325ft) Total costs: $4,821,000 Total average daily traffic: 137,450 Total average daily truck traffic: 14,494 National Bridge Inventory (NBI) Registered Bridges for Batesville
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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: 11000550542433A, Location: I 55 OVER SR 6 (Lat: 34.310222, Lng: -89.919464), Route carried "on" structure: Interstate 55, Year Built: 1960, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 10,000 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 15,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.698, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.98m (22.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 12, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $26,000, Total Project Cost: $237,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 11000550542433B, Location: I 55 OVER SR 6 (Lat: 34.309594, Lng: -89.919267), Route carried "on" structure: Interstate 55, Year Built: 1960, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 10,000 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 15,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.196, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.98m (22.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 12, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $26,000, Total Project Cost: $237,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000510542491, Location: 0.1 MI S SR 6 (Lat: 34.310269, Lng: -89.944608), Route carried "on" structure: US 51, Year Built: 1936, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 8,500 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 12,750 (year 2029), Design Load: H 15, Features Intersected: SAND CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.546, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $10,000, Total Project Cost: $26,000 ( Estimate for 2004) Find on map >> Show street view
Structure Number: 21000510542503, Location: 1.5 MI N SR 6 (Lat: 34.327417, Lng: -89.941161), Route carried "on" structure: US 51, Year Built: 1991, Status: Open, Structure Length: 15.12m (49.61ft), Average Daily Traffic: 5,200 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 7,800 (year 2029), Design Load: HS 20, Features Intersected: SR 35/CNIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.474, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 21000510542504, Location: 1.6 MI N SR 6 (Lat: 34.329694, Lng: -89.940708), Route carried "on" structure: US 51, Year Built: 1991, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 5,200 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 7,800 (year 2029), Design Load: HS 20, Features Intersected: SAND CREEK TRIB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.731, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 10 Find on map >> Show street view
Structure Number: 31000060540504, Location: 0.9 MI W US 51 (Lat: 34.309289, Lng: -89.959283), Route carried "on" structure: US 278, Year Built: 1939, Status: Open, Structure Length: 11.28m (37.01ft), Average Daily Traffic: 13,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 19,500 (year 2029), Design Load: H 15, Features Intersected: SR 35 & CNIC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.434, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.26m (46.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Bridge Improvement Cost: $1,341,000, Roadway Improvement Cost: $134,000, Total Project Cost: $3,780,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 31000060540512, Location: 0.1 MI W US 51 (Lat: 34.311458, Lng: -89.945183), Route carried "on" structure: US 278, Year Built: 1939, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 16,000 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 24,000 (year 2029), Design Load: H 15, Features Intersected: SAND CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.765, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: September 10, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $130,000, Total Project Cost: $260,000 ( Estimate for 2004) Find on map >> Show street view
Structure Number: 31000350542766, Location: 0.2 MI S US 51 (Lat: 34.324758, Lng: -89.944197), Route carried "on" structure: State highway 35, Year Built: 1927, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,000 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 7,500 (year 2029), Design Load: H 15, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.240, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $9,000, Total Project Cost: $281,000 ( 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: 31000350542794, Location: 2.4 MI N US 51 (Lat: 34.350861, Lng: -89.910650), Route carried "on" structure: State highway 35, Year Built: 1995, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 2,300 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 3,450 (year 2029), Design Load: HS 20, Features Intersected: BUCK HORN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.726, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: SA5400000000111, Location: SEC 8 T 9S R 7W (Lat: 34.320556, Lng: -89.948889), Route carried "on" structure: County highway 290, Year Built: 1972, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,000 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2033), Design Load: HS 20, Features Intersected: SAND DITCH, Facility Carried by Structure: BOOTHE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: Town or Township 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: 5.5m (18.0ft) Condition: Channel: Good, Culverts: Satisfactory, 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 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: October 11 Find on map >> Show street view
Structure Number: SA5400000000178, Location: SEC 8 T 9S R 7W (Lat: 34.320556, Lng: -89.948333), Route carried "on" structure: City street 17, Year Built: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,800 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 4,200 (year 2033), Design Load: HS 20, Features Intersected: SAND DITCH, Facility Carried by Structure: BROADWAY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.570, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, 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 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: October 11 Find on map >> Show street view
Structure Number: SA5400000000179, Location: SEC 8 T 9S R 7W (Lat: 34.314722, Lng: -89.946944), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 450 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 675 (year 2033), Design Load: HS 20, Features Intersected: BATES CREEK, Facility Carried by Structure: PAMELA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Very good, Culverts: Satisfactory, 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 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: October 11 Find on map >> Show street view
Structure Number: 11000550542433A, Location: I 55 OVER SR 6 (Lat: 34.310222, Lng: -89.919464), Route carried "under" structure: State highway 6, Year Built: 1960, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 13,000 (year 2008), Truck Traffic: 9%, Features Intersected: SR 6, Facility Carried by Structure: I 55 Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 27.698, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft) Find on map >> Show street view
Structure Number: 11000550542433A, Location: I 55 OVER SR 6 (Lat: 34.310222, Lng: -89.919464), Route carried "under" structure: State highway 6, Year Built: 1960, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 13,000 (year 2008), Truck Traffic: 9%, Features Intersected: SR 6, Facility Carried by Structure: I 55 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 27.698, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft) Find on map >> Show street view
Structure Number: 11000550542433B, Location: I 55 OVER SR 6 (Lat: 34.309594, Lng: -89.919267), Route carried "under" structure: State highway 6, Year Built: 1960, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 13,000 (year 2008), Truck Traffic: 9%, Features Intersected: SR 6, Facility Carried by Structure: I 55 Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 16.196, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft) Find on map >> Show street view
Structure Number: 11000550542433B, Location: I 55 OVER SR 6 (Lat: 34.309594, Lng: -89.919267), Route carried "under" structure: State highway 6, Year Built: 1960, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 13,000 (year 2008), Truck Traffic: 9%, Features Intersected: SR 6, Facility Carried by Structure: I 55 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 16.196, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft) Find on map >> Show street view
Structure Number: 21000510542503, Location: 1.5 MI N SR 6 (Lat: 34.327417, Lng: -89.941161), Route carried "under" structure: State highway 35, Year Built: 1991, Structure Length: 15.12m (49.61ft), Average Daily Traffic: 5,000 (year 2008), Truck Traffic: 8%, Features Intersected: SR 35/CNIC RR, Facility Carried by Structure: US 51 Minimum Vertical Clearance: 7.46m (24.48ft), Kilometerpoint: 18.474, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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