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Bridge Statistics for Enterprise, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 26Number of bridges
  • 141ft / 43mTotal length
  • $29,365,000Total costs
  • 97,231Total average daily traffic
  • 5,338Total average daily truck traffic
  • 132,883Total future (year 2031) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Enterprise
  • No street view available for this location

New bridges in Enterprise, AL - historical statistics
  • New bridges - historical statistics
  • 21920-1929
  • 21940-1949
  • 21950-1959
  • 61960-1969
  • 41970-1979
  • 31980-1989
  • 31990-1999
  • 22000-2009
  • 22010-2018
Reconstructed bridges in Enterprise, AL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21960-1969
  • 11970-1979
  • 01980-1989
  • 11990-1999
Average Bridge Daily Traffic in Enterprise, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 22.2%Very good
  • 44.4%Good
  • 33.3%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 11.1%Excellent
  • 44.4%Very good
  • 11.1%Good
  • 22.2%Satisfactory
  • 11.1%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 11.1%Excellent
  • 22.2%Very good
  • 33.3%Good
  • 33.3%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 15.4%Very good
  • 46.2%Good
  • 34.6%Satisfactory
  • 3.8%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 47.1%Good
  • 41.2%Satisfactory
  • 11.8%Fair
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Structure Number: 3344,  Location: 6.9 MI. E. SR 87 (Lat: 31.315950,  Lng: -85.918183),  Route carried "on" structure: State highway 134,  Year Built: 1948,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 7,150 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,296 (year 2033),  Design Load: H 15,  Features Intersected: DOUBLE BRIDGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 51.10m (167.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $841,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $925,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3345,  Location: 0.699 MI INSIDE CR. (Lat: 31.322117,  Lng: -85.878517),  Route carried "on" structure: State highway 134,  Year Built: 1948,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,380 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,867 (year 2033),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.348,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 16.80m (55.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Bridge Improvement Cost: $726,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $799,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3827,  Location: 2 MILES SOUTH OF KEYTON (Lat: 31.257344,  Lng: -85.835658),  Route carried "on" structure: County highway 712,  Year Built: 1950,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 577 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 685 (year 2036),  Design Load: H 15,  Features Intersected: WILSONS MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 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: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $297,000 ( Estimate for 2018)
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Structure Number: 5183,  Location: 2 MILE S.W.OF ENTERPRISE (Lat: 31.307150,  Lng: -85.884033),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 1,155 (year 2017),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,610 (year 2037),  Design Load: H 15,  Features Intersected: BLANKET CREEK,  Facility Carried by Structure: CO. RT. 606
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 71.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 12.40m (40.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $230,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $253,000 ( Estimate for 2018)
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Structure Number: 8811,  Location: 1 MI E OF NEW HOME CH (Lat: 31.294928,  Lng: -85.934364),  Route carried "on" structure: County highway 620,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 176 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 265 (year 2036),  Design Load: H 15,  Features Intersected: NEW HOME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $165,000 ( Estimate for 2018)
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Structure Number: 9143,  Location: 5.7MILE S OF ENTERPRISE (Lat: 31.231444,  Lng: -85.842847),  Route carried "on" structure: County highway 723,  Year Built: 1966,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 294 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 350 (year 2036),  Design Load: H 10,  Features Intersected: WILKERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 4.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.30m (89.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $945,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,040,000 ( Estimate for 2018)
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Structure Number: 9418,  Location: 4.27 MILE N.E.OF ENTERPRI (Lat: 31.345250,  Lng: -85.814614),  Route carried "on" structure: County highway 702,  Year Built: 1967,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 929 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,245 (year 2036),  Design Load: H 15,  Features Intersected: HARRAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 25.40m (83.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $823,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $905,000 ( Estimate for 2018)
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Structure Number: 9488,  Location: 2 MI. NORTH U.S. 84 (Lat: 31.354425,  Lng: -85.833231),  Route carried "on" structure: State highway 27,  Year Built: 1928,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,240 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,605 (year 2033),  Design Load: H 15,  Features Intersected: STRIPLING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.872,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.7 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: 16.50m (54.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $688,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $757,000 ( Estimate for 2018)
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Structure Number: 9489,  Location: 2 MI. NORTH U.S. 84 (Lat: 31.354381,  Lng: -85.833053),  Route carried "on" structure: State highway 27,  Year Built: 1929,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,240 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,605 (year 2033),  Design Load: H 15,  Features Intersected: STRIPLING CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.848,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 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 minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 14.10m (46.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $588,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $647,000 ( Estimate for 2018)
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Structure Number: 9937,  Location: 4.08 MI S OF KEYTON (Lat: 31.237508,  Lng: -85.822003),  Route carried "on" structure: County highway 719,  Year Built: 1969,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 55 (year 2016),  Average Future Daily Traffic: 95 (year 2036),  Design Load: H 10,  Features Intersected: WILSON MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: 16.50m (54.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $277,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $305,000 ( Estimate for 2018)
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Structure Number: 10314,  Location: 2 MILES NW OF BATTENS XRD (Lat: 31.283203,  Lng: -85.915964),  Route carried "on" structure: County highway 610,  Year Built: 1968,  Status: Posted for load,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 375 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 495 (year 2036),  Design Load: H 15,  Features Intersected: DOUBLE BRIDGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 72.60m (238.19ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2016,  Other Special Inspection Date: May 2017,  Bridge Improvement Cost: $1,295,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $1,425,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11146,  Location: 3.95 MI S OF KEYTON (Lat: 31.228036,  Lng: -85.842117),  Route carried "on" structure: County highway 728,  Year Built: 1974,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 95 (year 2016),  Average Future Daily Traffic: 135 (year 2036),  Design Load: H 10,  Features Intersected: SARDIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 69.4 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: 14.40m (47.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $229,000 ( Estimate for 2018)
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Structure Number: 11147,  Location: 2.9 MI SE OF CLINTONVILLE (Lat: 31.388025,  Lng: -85.849983),  Route carried "on" structure: County highway 157,  Year Built: 1974,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 100 (year 2016),  Average Future Daily Traffic: 165 (year 2036),  Design Load: H 10,  Features Intersected: MATTHEWS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 19.80m (64.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $458,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $504,000 ( Estimate for 2018)
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Structure Number: 11265,  Location: 3.8 MILES WEST OF ENPRISE (Lat: 31.326128,  Lng: -85.915656),  Route carried "on" structure: County highway 537,  Year Built: 1974,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 55 (year 2016),  Average Future Daily Traffic: 90 (year 2036),  Design Load: H 15,  Features Intersected: DOUBLE BRIDGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 50.10m (164.37ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2016,  Underwater Inspection Date: November 2016,  Bridge Improvement Cost: $894,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $983,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11593,  Location: ENTERPRISE (Lat: 31.307200,  Lng: -85.858750),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 1,630 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,060 (year 2037),  Design Load: H 15,  Features Intersected: STREAM,  Facility Carried by Structure: DOSTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.539,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 99.0m (324.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.40m (43.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $518,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $570,000 ( Estimate for 2018)
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Structure Number: 12892,  Location: 0.1 MI.E. SR 27 (Lat: 31.302697,  Lng: -85.808886),  Route carried "on" structure: US 84,  Year Built: 1960,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 27,350 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,692 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.499,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 262.0m (859.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 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,  Length Of Structure Improvement: 14.10m (46.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $1,320,000 ( Estimate for 2018)
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Structure Number: 14283,  Location: 0.3 MI. W.SR-167SOUTH (Lat: 31.293717,  Lng: -85.836783),  Route carried "on" structure: State highway 192,  Year Built: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,330 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,878 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.047,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 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: 16.10m (52.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $2,506,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $2,757,000 ( Estimate for 2018)
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Structure Number: 14284,  Location: 0.5 MI. W. US-84 (Lat: 31.331233,  Lng: -85.874000),  Route carried "on" structure: State highway 192,  Year Built: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,020 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,492 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.917,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 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: 16.20m (53.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $1,664,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $1,830,000 ( Estimate for 2018)
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Structure Number: 14877,  Location: 0.5 MI.N.COFFEE 156 (Lat: 31.385203,  Lng: -85.809769),  Route carried "on" structure: State highway 27,  Year Built: 1989,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 2,620 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,803 (year 2033),  Design Load: HS 20,  Features Intersected: BOWLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.098,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 6.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 109.30m (358.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $3,147,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $3,462,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15131,  Location: ENTERPRISE (Lat: 31.331400,  Lng: -85.829633),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,210 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,720 (year 2037),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: DIXIE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.062,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 89.0m (292.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.40m (70.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $441,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $485,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 15806,  Location: 1.5 MI.E.SR 167 (Lat: 31.301617,  Lng: -85.805217),  Route carried "on" structure: US 84,  Year Built: 1995,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 17,100 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,941 (year 2033),  Design Load: HS 20,  Features Intersected: COWPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 295.492,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 244.0m (800.5ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 25.40m (83.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Bridge Improvement Cost: $2,556,000,  Roadway Improvement Cost: $256,000,  Total Project Cost: $2,812,000 ( Estimate for 2018)
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Structure Number: 15925,  Location: 1.18 MI.W.OF SR.27 (Lat: 31.298314,  Lng: -85.884019),  Route carried "on" structure: State highway 192,  Year Built: 1994,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 3,840 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,779 (year 2033),  Design Load: HS 20,  Features Intersected: BLANKET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.052,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 137.0m (449.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 62.10m (203.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $1,787,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $1,966,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18963,  Location: ENTERPRISE .26 FROM AL192 (Lat: 31.310417,  Lng: -85.884250),  Route carried "on" structure: Business City street ,  Year Built: 2002,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 180 (year 2017),  Average Future Daily Traffic: 260 (year 2037),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: TARTAN WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.6m (31.5ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 28.40m (93.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $896,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $986,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 19494,  Location: 4.64 MI SE NEW BROCKTON (Lat: 31.345236,  Lng: -85.895878),  Route carried "on" structure: County highway 520,  Year Built: 2004,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 100 (year 2016),  Average Future Daily Traffic: 150 (year 2036),  Design Load: HS 20,  Features Intersected: LONGBRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Equal to present minimum criteria,  Length Of Structure Improvement: 28.40m (93.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $584,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $642,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20494,  Location: 2 MI. E. OF SR 122 (Lat: 31.360361,  Lng: -85.887861),  Route carried "on" structure: US 84,  Year Built: 2012,  Status: Open,  Structure Length: 0.09m (0.30ft),  Average Daily Traffic: 4,870 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,980 (year 2031),  Design Load: HS 20,  Features Intersected: LONG BRANCH CREEK,  Facility Carried by Structure: SR-12 MP 576.593
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.392,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 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: 15.70m (51.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2018,  Bridge Improvement Cost: $2,568,000,  Roadway Improvement Cost: $257,000,  Total Project Cost: $2,825,000 ( Estimate for 2018)
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Structure Number: 20801,  Location: ENTERPRISE (Lat: 31.344533,  Lng: -85.852683),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,160 (year 2017),  Average Future Daily Traffic: 1,620 (year 2037),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: NORTHSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 72.1 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 17.10m (56.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $433,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $476,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels
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