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Bridge Statistics for Fayette, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Fayette, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 21 Total length: 38 meters (125ft) Total costs: $6,735,000 Total average daily traffic: 15,504 Total average daily truck traffic: 824 Total future (year 2022) average daily traffic: 24,425 National Bridge Inventory (NBI) Registered Bridges for Fayette
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 8501, Location: CITY LIMITS OF FAYETTE (Lat: 33.700000, Lng: -87.816667), Route carried "on" structure: US 43, Year Built: 1926, Year Reconstructed: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 11,110 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 17,660 (year 2025), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.158, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $444,000 ( Estimate for 2008) Find on map >>
Structure Number: 13736, Location: FAYETTE (Lat: 33.683333, Lng: -87.833333), Route carried "on" structure: State highway 96, Year Built: 1929, Year Reconstructed: 1986, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,710 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 5,600 (year 2025), Design Load: H 15, Features Intersected: SOU RR (ABANDONED) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.570, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $610,000, Roadway Improvement Cost: $61,000, Total Project Cost: $915,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 18033, Location: .8 MI E OF CO RD 53 (Lat: 33.750000, Lng: -87.733333), Route carried "on" structure: County highway 352, Year Built: 1985, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 15 (year 2000), Average Future Daily Traffic: 50 (year 2028), Features Intersected: HARRIS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 3.6 metric tons, Inventory Rating: 2.7 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, 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: > 39.9% below), Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $11,000, Total Project Cost: $168,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 18034, Location: 7 MILES NW FAYETTE (Lat: 33.783333, Lng: -87.916667), Route carried "on" structure: County highway 87, Year Built: 1983, Status: Posted for load, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 10 (year 2001), Average Future Daily Traffic: 20 (year 2027), Features Intersected: HELLS CREEK, Facility Carried by Structure: HELLS CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 3.6 metric tons, Inventory Rating: 2.7 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, 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: 1.96m (6.43ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 18035, Location: 7 MILES NW FAYETTE (Lat: 33.783333, Lng: -87.916667), Route carried "on" structure: County highway 87A, Year Built: 1983, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15 (year 2001), Average Future Daily Traffic: 40 (year 2027), Features Intersected: HELLS CREEK RELIEF, Facility Carried by Structure: HELLS CREEK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 16.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.91m (6.27ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $159,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 18036, Location: 3.5 MILES WEST OF BERRY (Lat: 33.666667, Lng: -87.650000), Route carried "on" structure: County highway 339, Year Built: 1982, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 30 (year 2001), Average Future Daily Traffic: 60 (year 2023), Features Intersected: DEADWATER CREEK, Facility Carried by Structure: OVERHEAD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.0m (13.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 7.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, 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: 1.76m (5.77ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008, Bridge Improvement Cost: $91,000, Roadway Improvement Cost: $9,000, Total Project Cost: $136,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 18037, Location: 4 MILES NORTH OF CONCORD (Lat: 33.600000, Lng: -87.750000), Route carried "on" structure: County highway 89, Year Built: 1963, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 100 (year 2001), Average Future Daily Traffic: 150 (year 2025), Design Load: HS 20, Features Intersected: DAVIS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008, Bridge Improvement Cost: $579,000, Roadway Improvement Cost: $58,000, Total Project Cost: $869,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 18041, Location: 3 MILES EAST CONCORD (Lat: 33.550000, Lng: -87.666667), Route carried "on" structure: County highway 307, Year Built: 1996, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25 (year 2001), Average Future Daily Traffic: 50 (year 2023), Features Intersected: BOONE CREEK, Facility Carried by Structure: LOGAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $9,000, Total Project Cost: $134,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 18044, Location: 3 MILES NORTH BERRY (Lat: 33.700000, Lng: -87.600000), Route carried "on" structure: County highway 428, Year Built: 1970, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 10 (year 2001), Average Future Daily Traffic: 30 (year 2027), Features Intersected: NORTH RIVER, Facility Carried by Structure: CLARK BOTTOM RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 5.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.85m (12.63ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $21,000, Total Project Cost: $321,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 18045, Location: 7 MILES WEST OF FAYETTE (Lat: 33.650000, Lng: -87.950000), Route carried "on" structure: County highway 23, Year Built: 1964, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 50 (year 2001), Average Future Daily Traffic: 70 (year 2027), Design Load: HS 20+Mod, Features Intersected: WIGGINS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 11.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.36m (7.74ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $22,000, Total Project Cost: $330,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 18046, Location: 6 MILES NORTH OF BERRY (Lat: 33.750000, Lng: -87.633333), Route carried "on" structure: County highway 423, Year Built: 1985, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2001), Average Future Daily Traffic: 50 (year 2027), Features Intersected: BEAVER CREEK, Facility Carried by Structure: DEAVERS HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $8,000, Total Project Cost: $120,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 18047, Location: 4 MI SOUTH OF HUBBERTVILL (Lat: 33.783333, Lng: -87.733333), Route carried "on" structure: County highway 360, Year Built: 1984, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 15 (year 2001), Average Future Daily Traffic: 40 (year 2027), Features Intersected: WHITLEYS CREEK, Facility Carried by Structure: PENDER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 3.6 metric tons, Inventory Rating: 2.7 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $8,000, Total Project Cost: $120,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 18048, Location: 3 MILES NORTH HUBBERTVILL (Lat: 33.866667, Lng: -87.750000), Route carried "on" structure: County highway 153, Year Built: 1988, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15 (year 2001), Average Future Daily Traffic: 35 (year 2027), Features Intersected: STUDHORSE CREEK, Facility Carried by Structure: TIDWELL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 4.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.91m (6.27ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $159,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 1805, Location: 11 MI SW OF FAYETTE (Lat: 33.533333, Lng: -87.916667), Route carried "on" structure: County highway 2, Year Built: 1986, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 20 (year 2001), Average Future Daily Traffic: 50 (year 2027), Features Intersected: LITTLE COAL FIRE CREEK, Facility Carried by Structure: WESLEY CHAPEL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 3.6 metric tons, Inventory Rating: 2.7 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.91m (6.27ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $159,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 18051, Location: 10 MI SW OF FAYETTE (Lat: 33.533333, Lng: -87.916667), Route carried "on" structure: County highway 7, Year Built: 1987, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2001), Average Future Daily Traffic: 20 (year 2027), Features Intersected: LITTLE COAL FIRE CREEK, Facility Carried by Structure: ASHCRAFT CORNER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 3.6 metric tons, Inventory Rating: 2.7 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $8,000, Total Project Cost: $120,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 18053, Location: 5 MI SOUTH OF BELK (Lat: 33.566667, Lng: -87.933333), Route carried "on" structure: County highway 10, Year Built: 1998, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 2001), Average Future Daily Traffic: 50 (year 2027), Features Intersected: COAL FIRE CREEK, Facility Carried by Structure: WESLEY CHAPEL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 7.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Internally Sealed Find on map >>
Structure Number: 18424, Location: 1.0 MILE WEST OF ALA 107 (Lat: 33.716667, Lng: -87.883333), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20 (year 2001), Average Future Daily Traffic: 40 (year 2022), Design Load: HS 20, Features Intersected: BAMA OIL BRANCH, Facility Carried by Structure: COUNTY DIRT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $192,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: 18425, Location: 2 MILES S STUDDARD X ROAD (Lat: 33.766667, Lng: -87.616667), Route carried "on" structure: County highway 423, Year Built: 1980, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 30 (year 2002), Average Future Daily Traffic: 40 (year 2023), Design Load: HS 20, Features Intersected: LOWERY BRANCH, Facility Carried by Structure: COUNTY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.23m (4.04ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $7,000, Total Project Cost: $102,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 18426, Location: 1.5 M NE OF HUBBERTVILLE (Lat: 33.850000, Lng: -87.716667), Route carried "on" structure: County highway 95, Year Built: 1940, Year Reconstructed: 2001, Status: Posted for load, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 20 (year 2002), Average Future Daily Traffic: 50 (year 2023), Design Load: HS 20, Features Intersected: SIPSEY RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.51m (21.36ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $465,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 18559, Location: 0.25 S PLEASANT GROVE CH (Lat: 33.850000, Lng: -87.583333), Route carried "on" structure: County highway 63, Year Built: 1950, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 154 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2027), Design Load: HS 20, Features Intersected: BOXES CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $416,000 ( Estimate for 2008) Find on map >>
Structure Number: 1937, Location: 1.5 MI NW OF BOBO (Lat: 33.883333, Lng: -87.833333), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 100 (year 2007), Average Future Daily Traffic: 120 (year 2027), Design Load: HS 20, Features Intersected: LUXAPALLILA CREEK, Facility Carried by Structure: BOBO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,099,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Discuss this city on our hugely popular Alabama forum Back to: Fayette, AL, Alabama, All US cities.
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