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Bridge Statistics for Fort Payne, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Fort Payne, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 52 Total length: 178 meters (584ft) Total costs: $52,266,000 Total average daily traffic: 329,814 Total average daily truck traffic: 57,480 National Bridge Inventory (NBI) Registered Bridges for Fort Payne
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 334, Location: 0.6MI N JCT US11&I59 (Lat: 34.505000, Lng: -85.703889), Route carried "on" structure: US 11, Year Built: 1926, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 6,730 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 6,938 (year 2027), Design Load: H 15, Features Intersected: BIG WILLS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 373.701, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $890,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,335,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 335, Location: 1.3 MI N JCT US11&I59 (Lat: 34.507222, Lng: -85.703611), Route carried "on" structure: US 11, Year Built: 1926, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,530 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 6,725 (year 2027), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 374.890, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1415, Location: IN CITY OF FORT PAYNE (Lat: 34.420000, Lng: -85.740556), Route carried "on" structure: US 11, Year Built: 1936, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 5,280 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 5,332 (year 2027), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.353, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 55.4 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $21,000, Total Project Cost: $321,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3842, Location: 4 MI N JCT SR 35 T6S R10E (Lat: 34.466667, Lng: -85.616667), Route carried "on" structure: County highway 89, Year Built: 1951, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,622 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 3,896 (year 2028), Design Load: H 10, Features Intersected: HURRICANE CREEK 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 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: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000 ( Estimate for 2008) Find on map >>
Structure Number: 4401, Location: 0.7MI W JCT US 11 (Lat: 34.489167, Lng: -85.727222), Route carried "on" structure: County highway 59, Year Built: 1952, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,585 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,355 (year 2027), Design Load: H 15, Features Intersected: BIG WILLS CREEK, Facility Carried by Structure: FAS 24 CO RD 27 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $849,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,274,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4958, Location: 0.2 MI N US 11 (Lat: 34.461389, Lng: -85.705833), Route carried "on" structure: County highway 137, Year Built: 1954, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,100 (year 2002), Truck Traffic: 25%, Average Future Daily Traffic: 8,055 (year 2022), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $207,000 ( Estimate for 2008) Find on map >>
Structure Number: 4959, Location: 2.4MI N JCT US 11 T6SR9E (Lat: 34.500000, Lng: -85.666667), Route carried "on" structure: County highway 137, Year Built: 1954, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,100 (year 2002), Truck Traffic: 25%, Average Future Daily Traffic: 3,121 (year 2022), Design Load: H 15, Features Intersected: BRANCH 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $207,000 ( Estimate for 2008) Find on map >>
Structure Number: 496, Location: 2.6 MI N JCT US 11 T6SR9E (Lat: 34.500000, Lng: -85.666667), Route carried "on" structure: County highway 137, Year Built: 1954, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,100 (year 2002), Truck Traffic: 25%, Average Future Daily Traffic: 3,121 (year 2022), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $207,000 ( Estimate for 2008) Find on map >>
Structure Number: 4961, Location: 5.0 MI N JCT US 11 (Lat: 34.516667, Lng: -85.700000), Route carried "on" structure: County highway 137, Year Built: 1954, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,100 (year 2002), Truck Traffic: 25%, Average Future Daily Traffic: 4,000 (year 2022), Design Load: H 15, Features Intersected: ALLEN BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $25,000, Total Project Cost: $378,000 ( Estimate for 2008) Find on map >>
Structure Number: 6437, Location: JCT I59 & SR 35 (Lat: 34.433333, Lng: -85.733333), Route carried "on" structure: Interstate 59, Year Built: 1959, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 9,710 (year 2007), Truck Traffic: 28%, Average Future Daily Traffic: 10,049 (year 2027), Design Load: HS 20, Features Intersected: SR 35 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 351.960, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.57m (28.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,126,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,689,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6438, Location: JCT I59 & SR 35 (Lat: 34.433333, Lng: -85.733333), Route carried "on" structure: Interstate 59, Year Built: 1959, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 9,710 (year 2007), Truck Traffic: 28%, Average Future Daily Traffic: 10,049 (year 2027), Design Load: HS 20, Features Intersected: SR 35 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 351.960, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.57m (28.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,126,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,689,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6439, Location: JCT I59 & SR35 (Lat: 34.455833, Lng: -85.759722), Route carried "on" structure: Ramp Interstate 59, Year Built: 1959, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,942 (year 2007), Truck Traffic: 28%, Average Future Daily Traffic: 2,009 (year 2027), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 351.993, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $571,000, Roadway Improvement Cost: $57,000, Total Project Cost: $856,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 644, Location: JCT I59 & SR35 (Lat: 34.433333, Lng: -85.733333), Route carried "on" structure: Interstate 59, Year Built: 1959, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 19,420 (year 2007), Truck Traffic: 28%, Average Future Daily Traffic: 20,099 (year 2027), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 351.993, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.0 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: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $2,104,000, Roadway Improvement Cost: $210,000, Total Project Cost: $3,156,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6441, Location: JCT I59 & SR 35 (Lat: 34.433333, Lng: -85.733333), Route carried "on" structure: Ramp Interstate 59, Year Built: 1959, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,942 (year 2007), Truck Traffic: 28%, Average Future Daily Traffic: 2,009 (year 2027), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 351.993, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: 69.9 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: 2.17m (7.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $732,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,098,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6442, Location: 3 MI N JCT I59&SR35 (Lat: 34.466667, Lng: -85.700000), Route carried "on" structure: Interstate 59, Year Built: 1959, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 19,420 (year 2007), Truck Traffic: 28%, Average Future Daily Traffic: 20,099 (year 2027), Design Load: HS 20, Features Intersected: BEESON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 357.117, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.0 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: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $2,122,000, Roadway Improvement Cost: $212,000, Total Project Cost: $3,183,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6768, Location: 0.3 MI N JCT I59 &US11 (Lat: 34.500000, Lng: -85.683333), Route carried "on" structure: Interstate 59, Year Built: 1960, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 15,080 (year 2007), Truck Traffic: 36%, Average Future Daily Traffic: 15,637 (year 2027), Design Load: HS 20, Features Intersected: SMITH BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 361.900, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.0 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: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $2,431,000, Roadway Improvement Cost: $243,000, Total Project Cost: $3,646,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 6935, Location: JCT US 11 & I59 (Lat: 34.500000, Lng: -85.683333), Route carried "on" structure: US 11, Year Built: 1960, Status: Open, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 6,530 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 6,725 (year 2027), Design Load: HS 20, Features Intersected: I-59 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 376.796, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.53m (41.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $1,647,000, Roadway Improvement Cost: $165,000, Total Project Cost: $2,471,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7081, Location: 1.5 MI N OF SR 35 (Lat: 34.466667, Lng: -85.733333), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 3,100 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 3,900 (year 2023), Design Load: H 15, Features Intersected: WILLS CREEK, Facility Carried by Structure: AIRPORT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.15m (26.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $764,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,146,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7101, Location: .8 MI E 5 POINTS T7SR9E (Lat: 34.433333, Lng: -85.700000), Route carried "on" structure: Ramp County highway 78, Year Built: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 295 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 447 (year 2022), Design Load: H 15, Features Intersected: BEAR CREEK, Facility Carried by Structure: CO RT 295 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $20,000, Total Project Cost: $301,000 ( Estimate for 2008) Find on map >>
Structure Number: 7118, Location: 500 FT N AL 35 T7SR8E (Lat: 34.450000, Lng: -85.750000), Route carried "on" structure: City street 105, Year Built: 1960, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 4,067 (year 2003), Truck Traffic: 25%, Average Future Daily Traffic: 4,598 (year 2023), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $2,000, Total Project Cost: $18,000 ( Estimate for 2000) Find on map >>
Structure Number: 742, Location: 0.5 MI E OF US 11 (Lat: 34.483333, Lng: -85.683333), Route carried "on" structure: Other road , Year Built: 1961, Status: Closed, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 55 (year 1995), Average Future Daily Traffic: 80 (year 2015), Design Load: H 10, Features Intersected: WILLS CREEK, Facility Carried by Structure: FAIRWAY RD Minimum Vertical Clearance: 3.35m (10.99ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.6m (11.8ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Serious, Channel: Fair, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 1995, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $9,000, Total Project Cost: $132,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7812, Location: 150 FT E OF I59 (Lat: 34.423611, Lng: -85.783333), Route carried "on" structure: County highway 280, Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 75 (year 2000), Average Future Daily Traffic: 123 (year 2025), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, 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: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $357,000 ( Estimate for 2008) Find on map >>
Structure Number: 815, Location: 2 MI S JCT I59 & SR 35 (Lat: 34.402222, Lng: -85.788611), Route carried "on" structure: Interstate 59, Year Built: 1964, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 15,980 (year 2007), Truck Traffic: 34%, Average Future Daily Traffic: 16,571 (year 2027), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 348.610, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.0 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $1,454,000, Roadway Improvement Cost: $145,000, Total Project Cost: $2,181,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 932, Location: JCT US11&SR35 (Lat: 34.443611, Lng: -85.718889), Route carried "on" structure: US 11, Year Built: 1967, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 9,060 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 9,168 (year 2027), Design Load: H 20, Features Intersected: LINE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 365.955, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, 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: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.1 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: Better than present minimum criteria, Length Of Structure Improvement: 2.75m (9.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $652,000, Roadway Improvement Cost: $65,000, Total Project Cost: $978,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9383, Location: 0.2 MI S OF 8TH ST (Lat: 34.466667, Lng: -85.733333), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 820 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 960 (year 2023), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: GODFREY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9395, Location: 0.8 MI S OF AIRPORT (Lat: 34.466667, Lng: -85.733333), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 780 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 1,200 (year 2023), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: AIRPORT AVE Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $26,000, Total Project Cost: $396,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 97, Location: S WYE IN CITY OF FT PAYNE (Lat: 34.433333, Lng: -85.733333), Route carried "on" structure: State highway 35, Year Built: 1968, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 20,900 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 21,318 (year 2027), Design Load: H 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.084, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, 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: Good, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.0 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: 2.75m (9.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $715,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,073,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9701, Location: IN CITY OF FORT PAYNE (Lat: 34.452500, Lng: -85.737222), Route carried "on" structure: State highway 35, Year Built: 1968, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 20,900 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 21,318 (year 2027), Design Load: H 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.195, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 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: 2.95m (9.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,064,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,596,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10055, Location: BETWEEN GODFREY & SANDERS (Lat: 34.433333, Lng: -85.683333), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 350 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 390 (year 2023), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: 3RD ST SE Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10057, Location: SANDERS AND LOGAN (Lat: 34.433333, Lng: -85.683333), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 260 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 340 (year 2023), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: LOGAN ST Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $194,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1006, Location: BETWEEN SANDERS & GODFREY (Lat: 34.433333, Lng: -85.683333), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 430 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 575 (year 2023), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: 1ST ST SE Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10765, Location: 0.65 MI E OF US 11 (Lat: 34.250000, Lng: -85.683333), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 200 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2023), Design Load: H 15, Features Intersected: BIG WILLS CREEK, Facility Carried by Structure: 49TH ST NW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.82m (9.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2008, Underwater Inspection Date: Febuary 2004, Bridge Improvement Cost: $294,000, Roadway Improvement Cost: $29,000, Total Project Cost: $441,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11452, Location: 1.0 MI E OF US 11 (Lat: 34.500000, Lng: -85.666667), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 820 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 1,034 (year 2023), Design Load: H 15, Features Intersected: WATER WORKS SPILLWAY, Facility Carried by Structure: 67TH ST NW Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $228,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11458, Location: 0.75 MI E OF US 11 (Lat: 34.516667, Lng: -85.683333), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 820 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 1,035 (year 2023), Design Load: H 15, Features Intersected: BIG WILLS CREEK, Facility Carried by Structure: 67TH ST NW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.82m (9.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2008, Underwater Inspection Date: Febuary 2004, Bridge Improvement Cost: $294,000, Roadway Improvement Cost: $29,000, Total Project Cost: $441,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1146, Location: 300 FT N OF SR 35 (Lat: 34.433333, Lng: -85.750000), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 125 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2023), Design Load: H 15, Features Intersected: BIG WILLS CREEK, Facility Carried by Structure: BROOKWOOD DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.95m (12.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $42,000, Total Project Cost: $633,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12242, Location: 1.5 MI E AL 35 T7SR9E (Lat: 34.433333, Lng: -85.633333), Route carried "on" structure: County highway 80, Year Built: 1900, Year Reconstructed: 1980, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 105 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 135 (year 2023), Design Load: H 15, Features Intersected: YELLOW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.12m (6.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $21,000, Total Project Cost: $315,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed Find on map >>
Structure Number: 13668, Location: 300 FT WEST OF SR 35 (Lat: 34.433333, Lng: -85.750000), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 2,771 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 3,602 (year 2023), Design Load: HS 20, Features Intersected: WILLS CREEK, Facility Carried by Structure: ROUTE 71 Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.95m (19.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $782,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,173,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 13675, Location: 0.5 MI NO. HWY #35 T7SR8E (Lat: 34.483333, Lng: -85.750000), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 600 (year 2003), Truck Traffic: 30%, Average Future Daily Traffic: 800 (year 2023), Design Load: HS 20, Features Intersected: BIG WILLS CREEK, Facility Carried by Structure: CO RT 105 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Bridge Improvement Cost: $875,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,313,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed Find on map >>
Structure Number: 13964, Location: 0.5 MI W OF AIRPORT AVE (Lat: 34.466667, Lng: -85.716667), Route carried "on" structure: City street , Year Built: 1986, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 150 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2023), Design Load: H 10, Features Intersected: BIG WILLS CREEK, Facility Carried by Structure: HOUSTON LOOP RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 5.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2007, Underwater Inspection Date: Febuary 2004, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $19,000, Total Project Cost: $279,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 14613, Location: 50 FT. SOUTH OF SR 35 (Lat: 34.433333, Lng: -85.733333), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,150 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,450 (year 2023), Design Load: H 15, Features Intersected: DYE BRANCH, Facility Carried by Structure: ALA AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 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: Very good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 15194, Location: 0.2MI S JCT I59 T7SR8E (Lat: 34.406111, Lng: -85.792778), Route carried "on" structure: County highway 51, Year Built: 1990, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 840 (year 2002), Truck Traffic: 25%, Average Future Daily Traffic: 880 (year 2024), Design Load: H 15, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $31,000, Total Project Cost: $468,000 ( Estimate for 2008) Find on map >>
Structure Number: 1574, Location: 1 MI N JCT I-59 & SR 35 (Lat: 34.458056, Lng: -85.776111), Route carried "on" structure: State highway 35, Year Built: 1992, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 9,550 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 9,874 (year 2027), Design Load: HS 20, Features Intersected: BIG WILLS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.589, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.06m (36.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $2,394,000, Roadway Improvement Cost: $239,000, Total Project Cost: $3,591,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15741, Location: 1 MI N JCT I-59 & SR 35 (Lat: 34.458889, Lng: -85.791389), Route carried "on" structure: State highway 35, Year Built: 1992, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 9,550 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 9,874 (year 2027), Design Load: HS 20, Features Intersected: BIG WILLS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.589, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.06m (36.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $2,394,000, Roadway Improvement Cost: $239,000, Total Project Cost: $3,591,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16164, Location: 0.5 MI E OF US 11 (Lat: 34.500000, Lng: -85.066667), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 223 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2023), Design Load: HS 20, Features Intersected: BIG WILLS CREEK, Facility Carried by Structure: BIG WILLS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 2.12m (6.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $341,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 18964, Location: IN CITY OF FORT PAYNE (Lat: 34.466667, Lng: -85.700000), Route carried "on" structure: US 11, Year Built: 2007, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 16,667 (year 2007), Average Future Daily Traffic: 17,299 (year 2027), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 371.404, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.3m (17.4ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 42.3m (138.8ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,363,000, Roadway Improvement Cost: $136,000, Total Project Cost: $2,044,000 ( Estimate for 2008) Find on map >>
Structure Number: 19297, Location: 0.2 MILE SE GAULT AVE.??? (Lat: 33.000000, Lng: -85.700000), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 500 (year 2003), Truck Traffic: 40%, Average Future Daily Traffic: 831 (year 2023), Design Load: HS 20, Features Intersected: BIG WILLS CREEK, Facility Carried by Structure: 8TH STREET SE??? Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 8.6m (28.2ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.9 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $14,000, Total Project Cost: $210,000 ( Estimate for 2008) Find on map >>
Structure Number: 19473, Location: JCT I59 & US 11 (Lat: 34.466667, Lng: -85.700000), Route carried "on" structure: US 11, Year Built: 2006, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 6,730 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 6,938 (year 2027), Design Load: HS 20, Features Intersected: I-59 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 372.565, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 35.7m (117.1ft), Out-to-Out Width: 36.5m (119.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 76.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.22m (30.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $4,380,000, Roadway Improvement Cost: $438,000, Total Project Cost: $6,570,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 6437, Location: JCT I59 & SR 35 (Lat: 34.433333, Lng: -85.733333), Route carried "under" structure: State highway 35, Year Built: 1959, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 20,900 (year 2007), Truck Traffic: 6%, Features Intersected: I-59, Facility Carried by Structure: I-59 Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 38.597, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 20.7m (67.9ft) Discuss this city on our hugely popular Alabama forum Back to: Fort Payne, AL, Alabama, All US cities.
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