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Bridge Statistics for Chickasaw, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Chickasaw, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 101 meters (331ft) Total costs: $46,242,000 Total average daily traffic: 325,187 Total average daily truck traffic: 35,830 National Bridge Inventory (NBI) Registered Bridges for Chickasaw
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 858, Location: 1.3 MI N SR 45 (Lat: 30.776667, Lng: -88.110000), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 1,020 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,749 (year 2021), Design Load: HS 20, Features Intersected: I65, Facility Carried by Structure: THOMPSON BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.10m (29.86ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2006, Other Special Inspection Date: June 2007, Bridge Improvement Cost: $1,460,000, Roadway Improvement Cost: $146,000, Total Project Cost: $2,190,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9272, Location: 1.1 MI N CELESTE ROAD (Lat: 30.841667, Lng: -88.080000), Route carried "on" structure: Interstate 65, Year Built: 1967, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 34,410 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 35,717 (year 2027), Design Load: HS 20, Features Intersected: HELLS SWAMP CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.133, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.58m (11.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $2,351,000, Roadway Improvement Cost: $235,000, Total Project Cost: $3,526,000 ( Estimate for 2008) Find on map >>
Structure Number: 12285, Location: 0.37 MI N ALPINE ST (Lat: 30.766667, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 1980, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 127 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2023), Design Load: HS 15, Features Intersected: BAYOU BARATARA, Facility Carried by Structure: BARATARA DRIVE Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.369, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.06m (10.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $48,000, Total Project Cost: $724,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1232, Location: 2.1 MI N US 45 (Lat: 30.766667, Lng: -88.083333), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 8.10m (26.57ft), Average Daily Traffic: 4,230 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 6,826 (year 2021), Design Load: HS 20, Features Intersected: I65, Facility Carried by Structure: WEST LEE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.004, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.5m (86.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.10m (29.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $3,140,000, Roadway Improvement Cost: $314,000, Total Project Cost: $4,710,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 13906, Location: 0.9 MI S SR 158 (Lat: 30.788889, Lng: -88.077500), Route carried "on" structure: US 43, Year Built: 1986, Status: Open, Structure Length: 14.97m (49.11ft), Average Daily Traffic: 12,160 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 11,904 (year 2027), Design Load: HS 20, Features Intersected: CHICKASABOGUE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.845, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 25.2m (82.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.73m (51.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2006, Underwater Inspection Date: November 2006, Bridge Improvement Cost: $5,165,000, Roadway Improvement Cost: $517,000, Total Project Cost: $7,748,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15505, Location: 2.74 MI N US 45 (Lat: 30.775833, Lng: -88.101667), Route carried "on" structure: Interstate 65, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 61,930 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 64,283 (year 2027), Design Load: HS 20, Features Intersected: EIGHTMILE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.589, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.9m (130.9ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 40.0m (131.2ft), Out-to-Out Width: 41.9m (137.5ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2006, Underwater Inspection Date: November 2006, Bridge Improvement Cost: $5,069,000, Roadway Improvement Cost: $507,000, Total Project Cost: $7,604,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15539, Location: 0.1 MI S SR 213 (Lat: 30.759444, Lng: -88.128889), Route carried "on" structure: US 45, Year Built: 1992, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 14,710 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 14,695 (year 2027), Design Load: HS 20, Features Intersected: EIGHT MILE CREEK Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 9.936, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 19.7m (64.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.99m (32.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $2,561,000, Roadway Improvement Cost: $256,000, Total Project Cost: $3,841,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1659, Location: 0.7 MI E US 43 (Lat: 30.750000, Lng: -88.066667), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 670 (year 1997), Truck Traffic: 25%, Average Future Daily Traffic: 650 (year 2023), Design Load: H 20, Features Intersected: RESERVOIR, Facility Carried by Structure: VIADUCT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.698, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2007, Underwater Inspection Date: September 2005, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17473, Location: 3.8 MI N US 45 (Lat: 30.797778, Lng: -88.102222), Route carried "on" structure: Interstate 65, Year Built: 2003, Status: Open, Structure Length: 17.34m (56.89ft), Average Daily Traffic: 61,930 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 64,283 (year 2027), Design Load: HS 20, Features Intersected: CHICKASAW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.290, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 35.4m (116.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 18.05m (59.22ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2006, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $8,311,000, Roadway Improvement Cost: $831,000, Total Project Cost: $12,466,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1825, Location: 0.2 MI E US 43 (Lat: 30.750000, Lng: -88.066667), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 13.93m (45.70ft), Average Daily Traffic: 2,200 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 3,064 (year 2024), Design Load: HS 20, Features Intersected: B-N & N-S RR SOUTH ST, Facility Carried by Structure: VIADUCT ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Lanes under structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.72m (48.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $2,121,000, Roadway Improvement Cost: $212,000, Total Project Cost: $3,181,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 858, Location: 1.3 MI N SR 17 (Lat: 30.776667, Lng: -88.110000), Route carried "under" structure: Interstate 65, Year Built: 1965, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 65,900 (year 2007), Truck Traffic: 11%, Features Intersected: I-65, Facility Carried by Structure: THOMPSON BLVD Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 16.576, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: 1232, Location: 2.1 MI N US 45 (Lat: 30.766667, Lng: -88.083333), Route carried "under" structure: Interstate 65, Year Built: 1980, Structure Length: 8.10m (26.57ft), Average Daily Traffic: 65,900 (year 2007), Truck Traffic: 11%, Features Intersected: I-65, Facility Carried by Structure: WEST LEE ST Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 17.003, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft) Discuss this city on our hugely popular Alabama forum Back to: Chickasaw, AL, Alabama, All US cities.
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