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 - historical statistics
- 21920-1929
- 21940-1949
- 21950-1959
- 61960-1969
- 41970-1979
- 31980-1989
- 31990-1999
- 22000-2009
- 22010-2018
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 11970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 22.2%Very good
- 44.4%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 11.1%Excellent
- 44.4%Very good
- 11.1%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 11.1%Excellent
- 22.2%Very good
- 33.3%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 15.4%Very good
- 46.2%Good
- 34.6%Satisfactory
- 3.8%Fair
- 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
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
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)
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)
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)
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)
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)
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)
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)
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)
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
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)
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)
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
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)
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)
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)
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)
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
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
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)
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
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
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
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)
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
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
