Bridge Statistics for Jacksons' Gap, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 121ft / 37mTotal length
- $16,769,000Total costs
- 37,310Total average daily traffic
- 3,957Total average daily truck traffic
- 51,365Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Jacksons' Gap
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21950-1959
- 11980-1989
- 41990-1999
- 22000-2009
- Bridge Condition - Deck
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 50.0%Very good
- 25.0%Fair
- 25.0%Poor
- Bridge Condition - Substructure
- 25.0%Very good
- 25.0%Good
- 25.0%Fair
- 25.0%Poor
- Bridge Condition - Channel
- 33.3%Good
- 55.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 14.3%Very good
- 42.9%Good
- 42.9%Satisfactory
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Structure Number: 202, Location: 2.8 M N US 280 (Lat: 32.896631, Lng: -85.832681), Route carried "on" structure: County highway 312, Year Built: 1922, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 70 (year 2008), Average Future Daily Traffic: 85 (year 2030), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 0.4m (1.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 16.50m (54.13ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2016, Other Special Inspection Date: December 2017, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $187,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 202, Location: 2.8 M N US 280 (Lat: 32.896631, Lng: -85.832681), Route carried "on" structure: County highway 312, Year Built: 1922, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 70 (year 2008), Average Future Daily Traffic: 85 (year 2030), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 0.4m (1.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 16.50m (54.13ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2016, Other Special Inspection Date: December 2017, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $187,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 734, Location: JACKSONS GAP (Lat: 32.883333, Lng: -85.820000), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 0.25m (0.82ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,000 (year 2037), Design Load: H 15, Features Intersected: CENTRAL OF GA RAIL-ROAD, Facility Carried by Structure: MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 33.80m (110.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2017, Other Special Inspection Date: August 2017, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 734, Location: JACKSONS GAP (Lat: 32.883333, Lng: -85.820000), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 0.25m (0.82ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,000 (year 2037), Design Load: H 15, Features Intersected: CENTRAL OF GA RAIL-ROAD, Facility Carried by Structure: MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 33.80m (110.89ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2017, Other Special Inspection Date: August 2017, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3931, Location: 4.5 M N CO RD 308 (Lat: 32.945033, Lng: -85.789022), Route carried "on" structure: County highway 396, Year Built: 1950, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 255 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 395 (year 2030), Features Intersected: MOORES 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: 4, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 20.10m (65.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3931, Location: 4.5 M N CO RD 308 (Lat: 32.945033, Lng: -85.789022), Route carried "on" structure: County highway 396, Year Built: 1950, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 255 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 395 (year 2030), Features Intersected: MOORES 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: 4, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 20.10m (65.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $586,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6067, Location: 0.3 M E OF CO RD 308 (Lat: 32.885000, Lng: -85.800000), Route carried "on" structure: County highway 303, Year Built: 1957, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 600 (year 2037), Features Intersected: MCNOY CREEK, Facility Carried by Structure: MANOY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 56.0m (183.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.3 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: 18.20m (59.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $36,000, Total Project Cost: $393,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6067, Location: 0.3 M E OF CO RD 308 (Lat: 32.885000, Lng: -85.800000), Route carried "on" structure: County highway 303, Year Built: 1957, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 600 (year 2037), Features Intersected: MCNOY CREEK, Facility Carried by Structure: MANOY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 56.0m (183.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.3 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: 18.20m (59.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $36,000, Total Project Cost: $393,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13419, Location: 2 MI N CO RD 305 (Lat: 32.860372, Lng: -85.818694), Route carried "on" structure: County highway 319, Year Built: 1984, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 255 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 395 (year 2030), Design Load: HS 20, Features Intersected: MONOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.4 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: 18.60m (61.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $44,000, Total Project Cost: $484,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13419, Location: 2 MI N CO RD 305 (Lat: 32.860372, Lng: -85.818694), Route carried "on" structure: County highway 319, Year Built: 1984, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 255 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 395 (year 2030), Design Load: HS 20, Features Intersected: MONOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.4 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: 18.60m (61.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $44,000, Total Project Cost: $484,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15563, Location: .4 MI. N.BARBOUR CO.20 (Lat: 31.744567, Lng: -85.390133), Route carried "on" structure: State highway 131, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,130 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,516 (year 2033), Design Load: HS 20, Features Intersected: HAMM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.888, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.10m (59.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017, Bridge Improvement Cost: $774,000, Roadway Improvement Cost: $77,000, Total Project Cost: $851,000 ( Estimate for 2018)
Structure Number: 15563, Location: .4 MI. N.BARBOUR CO.20 (Lat: 31.744567, Lng: -85.390133), Route carried "on" structure: State highway 131, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,130 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 1,516 (year 2033), Design Load: HS 20, Features Intersected: HAMM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.888, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.10m (59.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017, Bridge Improvement Cost: $774,000, Roadway Improvement Cost: $77,000, Total Project Cost: $851,000 ( Estimate for 2018)
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Structure Number: 15721, Location: BETW. WILSON * PRICE AVE (Lat: 30.737133, Lng: -88.083375), Route carried "on" structure: ServiceInterstate 165, Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 4,470 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,705 (year 2035), Design Load: HS 20, Features Intersected: TOULMINS SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.625, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 154.0m (505.2ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.50m (67.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,118,000 ( Estimate for 2018)
Structure Number: 15721, Location: BETW. WILSON * PRICE AVE (Lat: 30.737133, Lng: -88.083375), Route carried "on" structure: ServiceInterstate 165, Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 4,470 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 6,705 (year 2035), Design Load: HS 20, Features Intersected: TOULMINS SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.625, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 154.0m (505.2ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.50m (67.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2016, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,118,000 ( Estimate for 2018)
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Structure Number: 15724, Location: 0.5 MI E US 43 (Lat: 34.707061, Lng: -87.658086), Route carried "on" structure: State highway 20, Year Built: 1993, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 8,645 (year 2014), Truck Traffic: 23%, Average Future Daily Traffic: 11,643 (year 2033), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.622, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 1.3m (4.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 61.10m (200.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $1,760,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,936,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15724, Location: 0.5 MI E US 43 (Lat: 34.707061, Lng: -87.658086), Route carried "on" structure: State highway 20, Year Built: 1993, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 8,645 (year 2014), Truck Traffic: 23%, Average Future Daily Traffic: 11,643 (year 2033), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.622, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 1.3m (4.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 61.10m (200.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $1,760,000, Roadway Improvement Cost: $176,000, Total Project Cost: $1,936,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15772, Location: 1 MI.W. JCT. SR-85 (Lat: 31.305517, Lng: -85.743767), Route carried "on" structure: US 84, Year Built: 1993, Status: Open, Structure Length: 21.88m (71.78ft), Average Daily Traffic: 9,465 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 12,698 (year 2033), Design Load: HS 20, Features Intersected: CLAYBANK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 301.556, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 13, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 1.3m (4.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 218.80m (717.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016, Bridge Improvement Cost: $6,303,000, Roadway Improvement Cost: $630,000, Total Project Cost: $6,933,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15772, Location: 1 MI.W. JCT. SR-85 (Lat: 31.305517, Lng: -85.743767), Route carried "on" structure: US 84, Year Built: 1993, Status: Open, Structure Length: 21.88m (71.78ft), Average Daily Traffic: 9,465 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 12,698 (year 2033), Design Load: HS 20, Features Intersected: CLAYBANK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 301.556, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 13, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 1.3m (4.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 218.80m (717.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016, Bridge Improvement Cost: $6,303,000, Roadway Improvement Cost: $630,000, Total Project Cost: $6,933,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17123, Location: CHIP MILL U.S.280 (Lat: 32.873333, Lng: -85.809139), Route carried "on" structure: US 280, Year Built: 2003, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 11,440 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 15,048 (year 2035), Design Load: HS 20, Features Intersected: MANOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.257, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 219.0m (718.5ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.20m (53.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $2,005,000, Roadway Improvement Cost: $201,000, Total Project Cost: $2,206,000 ( Estimate for 2018)
Structure Number: 17123, Location: CHIP MILL U.S.280 (Lat: 32.873333, Lng: -85.809139), Route carried "on" structure: US 280, Year Built: 2003, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 11,440 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 15,048 (year 2035), Design Load: HS 20, Features Intersected: MANOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.257, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 219.0m (718.5ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.20m (53.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $2,005,000, Roadway Improvement Cost: $201,000, Total Project Cost: $2,206,000 ( Estimate for 2018)
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Structure Number: 18385, Location: 0.6 MI N INT AL HWY 49 N (Lat: 32.929383, Lng: -85.765744), Route carried "on" structure: County highway 103, Year Built: 2002, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 180 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 280 (year 2030), Design Load: HS 20, Features Intersected: JAYBIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 142.0m (465.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.6m (2.0ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 26.60m (87.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $1,354,000, Roadway Improvement Cost: $135,000, Total Project Cost: $1,489,000 ( Estimate for 2018)
Structure Number: 18385, Location: 0.6 MI N INT AL HWY 49 N (Lat: 32.929383, Lng: -85.765744), Route carried "on" structure: County highway 103, Year Built: 2002, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 180 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 280 (year 2030), Design Load: HS 20, Features Intersected: JAYBIRD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 142.0m (465.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 0.6m (2.0ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 26.60m (87.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $1,354,000, Roadway Improvement Cost: $135,000, Total Project Cost: $1,489,000 ( Estimate for 2018)
