Bridge Statistics for Hokes Bluff, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 2473,  Location: SIBERT ST (Lat: 33.966667,  Lng: -85.866667),  Route carried "on" structure: County highway 195,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 170 (year 1991),  Truck Traffic: 2%,  Average Future Daily Traffic: 210 (year 2024),  Features Intersected: BIG COVE CREEK,  Facility Carried by Structure: SIBERT ST
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $218,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 381,  Location: MC CLAIN ST & BIG COVE CK (Lat: 33.950000,  Lng: -85.816667),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 500 (year 1988),  Truck Traffic: 1%,  Average Future Daily Traffic: 700 (year 2023),  Design Load: H 15,  Features Intersected: BIG COVE CK,  Facility Carried by Structure: MC CLAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.100,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 22.7 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007

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Structure Number: 3811,  Location: CADDELL CR & BIG COVE CK (Lat: 33.983333,  Lng: -85.900000),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 488 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 732 (year 2024),  Design Load: H 15,  Features Intersected: BIG COVE CREEK,  Facility Carried by Structure: CADDELL CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 9.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2007,  Other Special Inspection Date: June 2007,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $213,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9834,  Location: OLD HWY 278 & COVE CREEK (Lat: 33.983333,  Lng: -85.900000),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 12,660 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,810 (year 2023),  Design Load: H 15,  Features Intersected: COVE CREEK,  Facility Carried by Structure: OLD HWY 278
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 221.220,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 22.7 metric tons,  Inventory Rating: 17.1 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2007,  Other Special Inspection Date: January 2007,  Bridge Improvement Cost: $551,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $826,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16383,  Location: .7 MI W LITTLE COVE CREEK (Lat: 33.991111,  Lng: -85.940833),  Route carried "on" structure: State highway 74,  Year Built: 2002,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 14,700 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,935 (year 2027),  Design Load: HS 20,  Features Intersected: LITTLE COVE CREEK RELIEF,  Facility Carried by Structure: US 278
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.836,  Lanes on structure: 4,  Base Highway Network: Yes,  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: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.87m (6.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $839,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,259,000 ( Estimate for 2008),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16384,  Location: 2.5MILES EAST OF 431 (Lat: 34.001111,  Lng: -85.921111),  Route carried "on" structure: State highway 278,  Year Built: 1998,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 7,350 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,467 (year 2027),  Design Load: HS 20,  Features Intersected: LITTLE COVE CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 221.088,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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,  Length Of Structure Improvement: 9.90m (32.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $2,127,000,  Roadway Improvement Cost: $213,000,  Total Project Cost: $3,191,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16385,  Location: US 278 @ BIG COVE CREEK (Lat: 33.996944,  Lng: -85.922500),  Route carried "on" structure: State highway 278,  Year Built: 1998,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 5,740 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,814 (year 2027),  Design Load: HS 20,  Features Intersected: BIG COVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 222.894,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.57m (37.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,897,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $2,846,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16386,  Location: US 278 @ BIG COVE CREEK (Lat: 34.001944,  Lng: -85.906111),  Route carried "on" structure: State highway 278,  Year Built: 1998,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 5,740 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,814 (year 2027),  Design Load: HS 20,  Features Intersected: BIG COVE CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 222.894,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.57m (37.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,897,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $2,846,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16387,  Location: 1.8 MI.E. BIG COVE CK (Lat: 34.003056,  Lng: -85.836111),  Route carried "on" structure: State highway 74,  Year Built: 1998,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 12,340 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,562 (year 2027),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: US 278
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 225.500,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 84.6m (277.6ft),  Out-to-Out Width: 84.6m (277.6ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 43.6 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $949,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,424,000 ( Estimate for 2008)

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Structure Number: 18804,  Location: COUNTY RD.71 (Lat: 34.016944,  Lng: -85.850000),  Route carried "on" structure: County highway 221,  Year Built: 2003,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,600 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,600 (year 2024),  Design Load: HS 20,  Features Intersected: LITTLE DRY CREEK,  Facility Carried by Structure: COUNTY ROAD 71
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $542,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $813,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous