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Bridge Statistics for Jacksons' Gap, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 38m125ftTotal length
  • $20,237,000Total costs
  • 40,100Total average daily traffic
  • 4,561Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Jacksons' Gap
  • No street view available for this location

New bridges - Historical Statistics

  • 11920-1929
  • 21930-1939
  • 11950-1959
  • 11980-1989
  • 41990-1999
  • 12000-2009

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 734,  Location: JACKSONS GAP (Lat: 32.883333,  Lng: -85.820000),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,000 (year 2029),  Design Load: H 15,  Features Intersected: CENTRAL OF GA RAIL-ROAD,  Facility Carried by Structure: MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 13.6 metric tons,  Inventory Rating: 11.8 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.37m (11.06ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 14,  Bridge Improvement Cost: $538,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $807,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1556,  Location: 1.1 MI.E.OF SOU.RR (Lat: 32.433333,  Lng: -86.935000),  Route carried "on" structure: State highway 14,  Year Built: 1937,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,720 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,704 (year 2033),  Design Load: H 15,  Features Intersected: BLUE GIRTH SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.611,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.03m (6.66ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Underwater Inspection Date: June 14,  Bridge Improvement Cost: $347,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $521,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 215,  Location: SEC 16,T11N, R21E (Lat: 31.933689,  Lng: -85.957503),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 30 (year 2001),  Average Future Daily Traffic: 50 (year 2034),  Features Intersected: MANNING CREEK,  Facility Carried by Structure: COUNTY ROAD 7718
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 13.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.57m (8.43ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 14,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $399,000 ( Estimate for 2015),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 6067,  Location: 0.3 M E OF CO RD 308 (Lat: 32.885000,  Lng: -85.800000),  Route carried "on" structure: County highway 303,  Year Built: 1957,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 400 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 600 (year 2029),  Features Intersected: MCNOY CREEK,  Facility Carried by Structure: MANOY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  Bridge Improvement Cost: $356,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $534,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15563,  Location: .4 MI. N.BARBOUR CO.20 (Lat: 31.744567,  Lng: -85.390133),  Route carried "on" structure: State highway 131,  Year Built: 1992,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,130 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,516 (year 2033),  Design Load: HS 20,  Features Intersected: HAMM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.888,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Bridge Improvement Cost: $770,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,155,000 ( Estimate for 2015)
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Structure Number: 15721,  Location: BETW. WILSON & PRICE AVE (Lat: 30.737133,  Lng: -88.083375),  Route carried "on" structure: Interstate 165,  Year Built: 1993,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,620 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,430 (year 2033),  Design Load: HS 20,  Features Intersected: TOULMINS SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.625,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Skew: 13 degrees,  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: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 14,  Bridge Improvement Cost: $1,020,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,530,000 ( Estimate for 2015)
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Structure Number: 15724,  Location: 0.5 MI E US 43 (Lat: 34.707061,  Lng: -87.658086),  Route carried "on" structure: State highway 20,  Year Built: 1993,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 8,645 (year 2013),  Truck Traffic: 23%,  Average Future Daily Traffic: 11,643 (year 2033),  Design Load: HS 20,  Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.622,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.3m (73.2ft),  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,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.11m (20.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Bridge Improvement Cost: $1,788,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $2,682,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15772,  Location: 1 MI.W. JCT. SR-85 (Lat: 31.305517,  Lng: -85.743767),  Route carried "on" structure: US 84,  Year Built: 1993,  Status: Open,  Structure Length: 21.88m (71.78ft),  Average Daily Traffic: 9,465 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,698 (year 2033),  Design Load: HS 20,  Features Intersected: CLAYBANK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 301.556,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 13,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 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: 21.88m (71.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 14,  Bridge Improvement Cost: $6,406,000,  Roadway Improvement Cost: $641,000,  Total Project Cost: $9,609,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17123,  Location: CHIP MILL U.S.280 (Lat: 32.873333,  Lng: -85.809139),  Route carried "on" structure: US 280,  Year Built: 2003,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 11,440 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,048 (year 2033),  Design Load: HS 20,  Features Intersected: MANOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 125.257,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.6 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: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 13,  Bridge Improvement Cost: $2,000,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $3,000,000 ( Estimate for 2015)
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Structure Number: 215,  Location: JACKSON'S GAP (Lat: 32.873333,  Lng: -85.803333),  Route carried "under" structure: City street ,  Year Built: 1924,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 650 (year 1988),  Truck Traffic: 1%,  Features Intersected: CITY STREET,  Facility Carried by Structure: CENTRAL OF GA RR
Minimum Vertical Clearance: 3.91m (12.83ft),  Kilometerpoint: 1.799,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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