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Bridge Statistics for Vestavia Hills, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Vestavia Hills, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 58 meters (190ft) Total costs: $34,150,000 Total average daily traffic: 512,796 Total average daily truck traffic: 46,304 National Bridge Inventory (NBI) Registered Bridges for Vestavia Hills
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1307, Location: ROCKY RIDGE (Lat: 33.416667, Lng: -86.766667), Route carried "on" structure: County highway 113, Year Built: 1935, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 10,860 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 15,150 (year 2027), Features Intersected: SHADES CREEK, Facility Carried by Structure: ROCKY RIDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.72m (8.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $29,000, Total Project Cost: $435,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4713, Location: .9 MI. NO. I-65 (Lat: 33.416667, Lng: -86.783333), Route carried "on" structure: US 31, Year Built: 1926, Year Reconstructed: 1954, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 29,160 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 28,955 (year 2027), Features Intersected: PATTON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 429.856, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 10 degrees, 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: Fair, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of replacement, 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: November 2006, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $56,000, Total Project Cost: $840,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4728, Location: .6 MI. NO. I-65 (Lat: 33.416667, Lng: -86.800000), Route carried "on" structure: US 31, Year Built: 1942, Year Reconstructed: 1954, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 14,580 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 14,477 (year 2027), Design Load: H 20, Features Intersected: CAMP BRANCH Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 429.508, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.27m (10.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $532,000, Roadway Improvement Cost: $53,000, Total Project Cost: $798,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4729, Location: .6 MI. NO. I-65 (Lat: 33.416667, Lng: -86.800000), Route carried "on" structure: US 31, Year Built: 1942, Year Reconstructed: 1954, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 14,580 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 14,477 (year 2027), Design Load: H 20, Features Intersected: CAMP BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 429.508, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 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 desirable criteria, Length Of Structure Improvement: 2.24m (7.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $373,000, Roadway Improvement Cost: $37,000, Total Project Cost: $559,000 ( Estimate for 2008) Find on map >>
Structure Number: 8823, Location: VESTRIDGE DR & US 31 (Lat: 33.433333, Lng: -86.783333), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,100 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2026), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: VESTRIDGE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000 ( Estimate for 2008) Find on map >>
Structure Number: 8933, Location: CAHABA HEIGHTS (Lat: 33.450000, Lng: -86.733333), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 405 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 530 (year 2026), Design Load: H 20, Features Intersected: LITTLE SHADES CREEK, Facility Carried by Structure: PIPE LINE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $18,000, Total Project Cost: $271,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 10227, Location: 0.25 MI W ROCKY RIDGE RD (Lat: 33.416667, Lng: -86.766667), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 5,026 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 6,835 (year 2027), Design Load: HS 20, Features Intersected: LITTLE SHADES CREEK, Facility Carried by Structure: MORGAN DR VESTAVIA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to 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: 3.95m (12.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $48,000, Total Project Cost: $724,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 12205, Location: TANGLEWOOD DR @ VESTAVIA (Lat: 33.450000, Lng: -86.766667), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,550 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2026), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: TANGLEWOOD DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), 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: 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 desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $25,000, Total Project Cost: $368,000 ( Estimate for 2008) Find on map >>
Structure Number: 14298, Location: .3 MI N JCT US 31 (Lat: 33.400000, Lng: -86.800000), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 20,880 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 29,200 (year 2026), Design Load: HS 20, Features Intersected: LITTLE SHADES CREEK, Facility Carried by Structure: COLUMBIANA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.3m (17.4ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, 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: 2.91m (9.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,135,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,703,000 ( Estimate for 2008) Find on map >>
Structure Number: 14418, Location: HOOVER INTERCHANGE (Lat: 33.401389, Lng: -86.806389), Route carried "on" structure: Interstate 65, Year Built: 1972, Year Reconstructed: 1988, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 117,930 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 122,529 (year 2027), Design Load: HS 20, Features Intersected: U.S.31 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 405.474, Lanes on structure: 8, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.1m (134.8ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 39.3m (128.9ft), Out-to-Out Width: 41.1m (134.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.63m (34.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $5,689,000, Roadway Improvement Cost: $569,000, Total Project Cost: $8,534,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 14419, Location: .1 MI. NO. HOOVER INTER (Lat: 33.425278, Lng: -86.826111), Route carried "on" structure: Interstate 65, Year Built: 1972, Year Reconstructed: 1988, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 122,040 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 125,945 (year 2028), Design Load: HS 20, Features Intersected: PATTONS CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 405.651, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 57.9m (190.0ft), 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: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.91m (9.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $5,805,000, Roadway Improvement Cost: $581,000, Total Project Cost: $8,708,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1442, Location: I65 & TYLER ROAD (Lat: 33.409444, Lng: -86.825556), Route carried "on" structure: Interstate 65, Year Built: 1972, Year Reconstructed: 1988, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 122,040 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 125,945 (year 2027), Design Load: HS 20, Features Intersected: TYLER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 405.976, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.4m (139.1ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 39.3m (128.9ft), Out-to-Out Width: 39.6m (129.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.82m (22.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $3,522,000, Roadway Improvement Cost: $352,000, Total Project Cost: $5,283,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 14668, Location: JCT DOLLY RIDGE RD (Lat: 33.450000, Lng: -86.733333), Route carried "on" structure: County highway 523, Year Built: 1988, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 15,060 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 21,100 (year 2028), Design Load: HS 20, Features Intersected: LITTLE SHADES CREEK, Facility Carried by Structure: CAHABA HEIGHTS RD 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), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, 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: $819,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,229,000 ( Estimate for 2008) Find on map >>
Structure Number: 15799, Location: .1 MI E I459 N (Lat: 33.483333, Lng: -86.700000), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 9.47m (31.07ft), Average Daily Traffic: 2,625 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 3,600 (year 2027), Design Load: HS 20, Features Intersected: OLD OVERTON RD,CAHABA R, Facility Carried by Structure: LIBERTY PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.42m (34.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2007, Underwater Inspection Date: November 2006, Bridge Improvement Cost: $2,768,000, Roadway Improvement Cost: $277,000, Total Project Cost: $4,152,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 19819, Location: 0.25MI FROM ROCKY RIDGE R (Lat: 33.450000, Lng: -86.766667), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 300 (year 2006), Average Future Daily Traffic: 420 (year 2026), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: TANGLEWOOD CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.23m (4.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $192,000, Roadway Improvement Cost: $19,000, Total Project Cost: $288,000 ( Estimate for 2008) Find on map >>
Structure Number: 14418, Location: I 65 OVER US 31 (Lat: 33.401389, Lng: -86.806389), Route carried "under" structure: US 31, Year Built: 1972, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 29,160 (year 2007), Truck Traffic: 3%, Features Intersected: U.S.31, Facility Carried by Structure: I65 Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 428.488, Lanes on structure: 6, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft) Find on map >>
Structure Number: 1442, Location: I65 OVER TYLER ROAD (Lat: 33.409444, Lng: -86.825556), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 3,500 (year 2002), Truck Traffic: 2%, Features Intersected: TYLER ROAD, Facility Carried by Structure: I65 Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.161, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Discuss this city on our hugely popular Alabama forum Back to: Vestavia Hills, AL, Alabama, All US cities.
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