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Bridge Statistics for Oxford, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Oxford, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 47 Total length: 373 meters (1,224ft) Total costs: $82,609,000 Total average daily traffic: 639,915 Total average daily truck traffic: 164,566 National Bridge Inventory (NBI) Registered Bridges for Oxford
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 137, Location: .1 MI N US 78 (Lat: 33.583333, Lng: -85.916667), Route carried "on" structure: City street , Year Built: 1936, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 525 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 625 (year 2028), Features Intersected: COLDWATER CREEK, Facility Carried by Structure: CECILE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 4.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $12,000, Total Project Cost: $183,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1992, Location: .1 MI S ALA 202 (Lat: 33.600000, Lng: -85.966667), Route carried "on" structure: City street , Year Built: 1939, Status: Temporarily open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 150 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2026), Features Intersected: BRANCH, Facility Carried by Structure: TAYLORS CHAPEL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Maintenance Responsibility: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 5.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2634, Location: 0.9 MI N JCT CO 96 (Lat: 33.500000, Lng: -86.000000), Route carried "on" structure: State highway 21, Year Built: 1933, Year Reconstructed: 1942, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 8,960 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 9,148 (year 2027), Design Load: H 15, Features Intersected: CHEAHA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 383.257, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.76m (32.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $964,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,446,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 2685, Location: 2.5 MI S OF OXFORD (Lat: 33.550000, Lng: -85.850000), Route carried "on" structure: State highway 21, Year Built: 1942, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 5,240 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 5,402 (year 2027), Design Load: H 15, Features Intersected: DRY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 398.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.7m (22.0ft), 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: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 desirable criteria, Length Of Structure Improvement: 3.61m (11.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $39,000, Total Project Cost: $579,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 4772, Location: .5 MI E AL 21: OXFORD (Lat: 33.866667, Lng: -85.750000), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 11,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 17,089 (year 2026), Design Load: H 15, Features Intersected: CHOCCOLOCCO CREEK, Facility Carried by Structure: FRIENDSHIP RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $561,000, Roadway Improvement Cost: $56,000, Total Project Cost: $841,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4773, Location: .7 MI E AL 21: OXFORD (Lat: 33.583333, Lng: -85.816667), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 11,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 17,089 (year 2026), Design Load: H 15, Features Intersected: CHOCCOLOCCO CREEK RELIEF, Facility Carried by Structure: FRIENDSHIP RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.698, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, 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: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.3 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: Equal to 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: December 2006, Bridge Improvement Cost: $797,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,196,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4774, Location: .9 MI E AL 21: OXFORD (Lat: 33.583333, Lng: -85.816667), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 11,500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 17,089 (year 2026), Design Load: H 15, Features Intersected: CHOCCOLOCCO CREEK RELIEF, Facility Carried by Structure: FRIENDSHIP RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, 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: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $682,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,023,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 5756, Location: 0.6 MI NO JCT US 78 (Lat: 33.616667, Lng: -85.816667), Route carried "on" structure: US 431, Year Built: 1957, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 14,455 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 14,483 (year 2027), Design Load: HS 20, Features Intersected: N. SOU. RR; SNOW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 368.173, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.34m (53.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $2,212,000, Roadway Improvement Cost: $221,000, Total Project Cost: $3,318,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5757, Location: 0.6 MI NO JCT US 78 (Lat: 33.616667, Lng: -85.816667), Route carried "on" structure: US 431, Year Built: 1957, Status: Open, Structure Length: 17.10m (56.10ft), Average Daily Traffic: 14,455 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 14,483 (year 2027), Design Load: HS 20, Features Intersected: SOU RR; SNOW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 368.173, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.81m (58.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $2,410,000, Roadway Improvement Cost: $241,000, Total Project Cost: $3,615,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7924, Location: 1.9 MI E AL 21 (Lat: 33.583333, Lng: -85.800000), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 12,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 18,000 (year 2027), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FRIENDSHIP RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $22,000, Total Project Cost: $323,000 ( Estimate for 2008) Find on map >>
Structure Number: 9222, Location: 2.3 MI W JCT SR 21 (Lat: 33.583333, Lng: -85.850000), Route carried "on" structure: County highway 109, Year Built: 1967, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 1,300 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 2,700 (year 2022), Design Load: HS 20, Features Intersected: I-20 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 183.219, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 11.57m (37.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,236,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,854,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 9223, Location: 0.6 MI W JCT SR 21 (Lat: 33.600000, Lng: -85.833333), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 19,170 (year 2007), Truck Traffic: 38%, Average Future Daily Traffic: 19,975 (year 2027), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 297.474, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), 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: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $1,111,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,666,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 9224, Location: 0.6 MI W JCT SR 21 (Lat: 33.600000, Lng: -85.833333), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 19,170 (year 2007), Truck Traffic: 38%, Average Future Daily Traffic: 19,975 (year 2027), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 297.474, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), 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: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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 minimum criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $1,111,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,666,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 9225, Location: 0.5 MI W JCT SR 21 (Lat: 33.600000, Lng: -85.833333), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 19,170 (year 2007), Truck Traffic: 38%, Average Future Daily Traffic: 19,975 (year 2027), Design Load: HS 20, Features Intersected: BARRY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 297.605, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.51m (21.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $796,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,194,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 9226, Location: 0.5 MI W JCT SR 21 (Lat: 33.600000, Lng: -85.833333), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 19,170 (year 2007), Truck Traffic: 38%, Average Future Daily Traffic: 19,975 (year 2027), Design Load: HS 20, Features Intersected: BARRY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 297.605, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.51m (21.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $796,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,194,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 9227, Location: JCT SR 21 & I-20 (Lat: 33.600000, Lng: -85.816667), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 19,170 (year 2007), Truck Traffic: 38%, Average Future Daily Traffic: 19,975 (year 2027), Design Load: HS 20, Features Intersected: SR 21 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 298.572, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, 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 minimum criteria, Length Of Structure Improvement: 9.76m (32.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,789,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 9228, Location: JCT SR 21 & I-20 (Lat: 33.600000, Lng: -85.816667), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 19,170 (year 2007), Truck Traffic: 38%, Average Future Daily Traffic: 19,975 (year 2027), Design Load: HS 20, Features Intersected: SR 21 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 298.572, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.76m (32.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,665,000, Roadway Improvement Cost: $167,000, Total Project Cost: $2,498,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 9229, Location: 0.5 MI W EXIT 179 (Lat: 33.566667, Lng: -85.933333), Route carried "on" structure: Interstate 20, Year Built: 1967, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 19,060 (year 2006), Truck Traffic: 38%, Average Future Daily Traffic: 19,955 (year 2026), Design Load: HS 20, Features Intersected: ABAN RR & CO RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.351, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), 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: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.91m (25.95ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2006, Other Special Inspection Date: January 2007, Bridge Improvement Cost: $967,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,451,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 9858, Location: 0.3 MI E JCT SR 21 (Lat: 33.600000, Lng: -85.816667), Route carried "on" structure: Interstate 20, Year Built: 1969, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 19,590 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 20,393 (year 2027), Design Load: HS 20, Features Intersected: SNOW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.055, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, 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: 12.0m (39.4ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.27m (36.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $1,822,000, Roadway Improvement Cost: $182,000, Total Project Cost: $2,733,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 986, Location: 0.8 MI E JCT SR 21 (Lat: 33.600000, Lng: -85.800000), Route carried "on" structure: Interstate 20, Year Built: 1969, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 19,590 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 20,393 (year 2027), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.866, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.5 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: 3.06m (10.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $706,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,059,000 ( Estimate for 2008) Find on map >>
Structure Number: 9861, Location: 0.8 MI E JCT SR 21 (Lat: 33.600000, Lng: -85.800000), Route carried "on" structure: Interstate 20, Year Built: 1969, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 19,590 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 20,393 (year 2027), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.866, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.5 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: 3.06m (10.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $716,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,074,000 ( Estimate for 2008) Find on map >>
Structure Number: 9863, Location: 3.3 MI E JCT SR 21 (Lat: 33.600000, Lng: -85.766667), Route carried "on" structure: Interstate 20, Year Built: 1969, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 19,100 (year 2007), Truck Traffic: 39%, Average Future Daily Traffic: 19,864 (year 2027), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 303.975, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.5 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: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,537,000, Roadway Improvement Cost: $154,000, Total Project Cost: $2,306,000 ( Estimate for 2008) Find on map >>
Structure Number: 11215, Location: 1.2 MI S US 78 (Lat: 33.583333, Lng: -85.900000), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 1,200 (year 2028), Features Intersected: COLDWATER CREEK, Facility Carried by Structure: AIRPORT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Inventory Rating: 1.8 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $434,000, Roadway Improvement Cost: $43,000, Total Project Cost: $651,000 ( Estimate for 2008), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 13877, Location: OXFORD (Lat: 33.633333, Lng: -85.750000), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,500 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 6,800 (year 2028), Features Intersected: SNOW CREEK, Facility Carried by Structure: SNOW ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 24.3m (79.7ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $52,000, Total Project Cost: $779,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14124, Location: 2.4 MI E JCT SR 21 (Lat: 33.600000, Lng: -85.783333), Route carried "on" structure: Interstate 20, Year Built: 1969, Year Reconstructed: 1987, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 39,180 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 40,786 (year 2027), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 302.468, Lanes on structure: 4, Base Highway Network: Yes, 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: Good, Culverts: Satisfactory, Operating Rating: 43.5 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: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,387,000, Roadway Improvement Cost: $139,000, Total Project Cost: $2,081,000 ( Estimate for 2008) Find on map >>
Structure Number: 14125, Location: 2.6 MI E JCT SR 21 (Lat: 33.600000, Lng: -85.783333), Route carried "on" structure: County highway 22, Year Built: 1969, Year Reconstructed: 1987, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 4,900 (year 2002), Truck Traffic: 20%, Average Future Daily Traffic: 9,200 (year 2022), Design Load: HS 20+Mod, Features Intersected: I-20, Facility Carried by Structure: GLDN SPRGS/LEON SM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.300, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.31m (30.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $2,585,000, Roadway Improvement Cost: $259,000, Total Project Cost: $3,878,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 16036, Location: 0.1 MI EAST JCT SR 21 (Lat: 33.600000, Lng: -85.816667), Route carried "on" structure: US 431, Year Built: 1996, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 10,235 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 10,531 (year 2027), Design Load: HS 20+Mod, Features Intersected: SNOW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 366.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,444,000, Roadway Improvement Cost: $144,000, Total Project Cost: $2,166,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 16037, Location: 0.1 MI EAST JCT SR 21 (Lat: 33.600000, Lng: -85.816667), Route carried "on" structure: US 431, Year Built: 1995, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 10,235 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 10,531 (year 2027), Design Load: HS 20+Mod, Features Intersected: SNOW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 366.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,444,000, Roadway Improvement Cost: $144,000, Total Project Cost: $2,166,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 17053, Location: 2.5MI S OF OXFORD (Lat: 33.550000, Lng: -85.850000), Route carried "on" structure: State highway 21, Year Built: 2004, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 5,240 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 5,402 (year 2027), Design Load: HS 20, Features Intersected: DRY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 398.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.4m (14.4ft) Condition: Channel: Good, Culverts: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.52m (8.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $61,000, Total Project Cost: $909,000 ( Estimate for 2008) Find on map >>
Structure Number: 17117, Location: 3.0 KM E OF AL 21 (Lat: 33.583333, Lng: -85.850000), Route carried "on" structure: County highway 135, Year Built: 1998, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 580 (year 1998), Average Future Daily Traffic: 900 (year 2026), Design Load: HS 20, Features Intersected: DRY BRANCH, Facility Carried by Structure: MCINTOSH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $27,000, Total Project Cost: $405,000 ( Estimate for 2008) Find on map >>
Structure Number: 17469, Location: .32 K E. AL 21(OXFORD) (Lat: 33.600000, Lng: -85.800000), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 4,800 (year 2006), Average Future Daily Traffic: 5,200 (year 2026), Design Load: HS 20+Mod, Features Intersected: SNOW CREEK, Facility Carried by Structure: RECREATION DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 10.93m (35.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,336,000, Roadway Improvement Cost: $134,000, Total Project Cost: $2,004,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 18119, Location: .9 MI S OF OXFORD (Lat: 33.583333, Lng: -85.833333), Route carried "on" structure: State highway 21, Year Built: 2006, Status: Open, Structure Length: 19.20m (62.99ft), Average Daily Traffic: 6,910 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 7,131 (year 2027), Design Load: HS 20, Features Intersected: CHOCCOLOCCO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 400.966, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.80m (64.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $3,356,000, Roadway Improvement Cost: $336,000, Total Project Cost: $5,034,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1812, Location: .9 MI S OF OXFORD (Lat: 33.583333, Lng: -85.833333), Route carried "on" structure: State highway 21, Year Built: 2005, Status: Open, Structure Length: 19.20m (62.99ft), Average Daily Traffic: 6,910 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 7,131 (year 2027), Design Load: HS 20, Features Intersected: CHOCCOLOCCO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 400.966, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.80m (64.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $3,356,000, Roadway Improvement Cost: $336,000, Total Project Cost: $5,034,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 18121, Location: 1.1 MI. S OF OXFORD (Lat: 33.566667, Lng: -85.833333), Route carried "on" structure: State highway 21, Year Built: 2006, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 6,910 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 7,131 (year 2027), Design Load: HS 20, Features Intersected: CHOCCOLOCCO CREEK RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 400.590, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,416,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,124,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 18122, Location: 1.1 MI S OF OXFORD (Lat: 33.566667, Lng: -85.833333), Route carried "on" structure: State highway 21, Year Built: 2005, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 6,910 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 7,131 (year 2027), Design Load: HS 20, Features Intersected: CHOCCOLOCCO CREEK RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 400.590, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,413,000, Roadway Improvement Cost: $141,000, Total Project Cost: $2,119,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 18333, Location: .5MI.SO.GOLDEN SPR./I20 (Lat: 33.601389, Lng: -85.785556), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 14.97m (49.11ft), Average Daily Traffic: 1,000 (year 2008), Average Future Daily Traffic: 1,040 (year 2028), Design Load: HS 20, Features Intersected: CHOCCOLOCCO CREEK, Facility Carried by Structure: LEON SMITH PKWY. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.73m (51.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $2,630,000, Roadway Improvement Cost: $263,000, Total Project Cost: $3,945,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 18334, Location: .4MI.SO.I/20&GOLDEN SPRIN (Lat: 33.603889, Lng: -85.800556), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 11.95m (39.21ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 1,040 (year 2028), Design Load: HS 20, Features Intersected: CHOCCOLOCCO CREEK RELIEF, Facility Carried by Structure: LEON SMITH PKWY. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $2,139,000, Roadway Improvement Cost: $214,000, Total Project Cost: $3,209,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 18731, Location: 1 MI. WEST OF AL.21 (Lat: 33.592778, Lng: -85.852222), Route carried "on" structure: Interstate 20, Year Built: 2003, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 39,180 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 40,786 (year 2027), Design Load: HS 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 300.217, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Excellent, Culverts: Fair, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006 Find on map >>
Structure Number: 19147, Location: OXFORD (Lat: 33.621944, Lng: -85.848611), Route carried "on" structure: Bypass City street 1, Year Built: 2003, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 2,000 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 2,080 (year 2024), Design Load: HS 20, Features Intersected: US HWY 431, Facility Carried by Structure: EASTERN BYPASS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.4m (83.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.60m (83.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $8,607,000, Roadway Improvement Cost: $861,000, Total Project Cost: $12,911,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 9222, Location: 2.3 MI W JCT SR 21 (Lat: 33.583333, Lng: -85.850000), Route carried "under" structure: Interstate 20, Year Built: 1967, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 38,340 (year 2007), Truck Traffic: 38%, Features Intersected: CO 109, Facility Carried by Structure: CO 109 AIRPORT RD Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 294.745, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 9225, Location: 0.5 MI W JCT SR 21 (Lat: 33.600000, Lng: -85.833333), Route carried "under" structure: County highway FAP2, Year Built: 1967, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 11,430 (year 1994), Truck Traffic: 1%, Features Intersected: I 20, Facility Carried by Structure: I-20 Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 9226, Location: 0.5 MI W JCT SR 21 (Lat: 33.600000, Lng: -85.833333), Route carried "under" structure: County highway FAP2, Year Built: 1967, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 11,430 (year 1994), Truck Traffic: 1%, Features Intersected: I 20, Facility Carried by Structure: I-20 Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 9227, Location: JCT AL 21 & I-20 (Lat: 33.600000, Lng: -85.816667), Route carried "under" structure: State highway 21, Year Built: 1967, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 35,000 (year 2007), Truck Traffic: 8%, Features Intersected: AL 21, Facility Carried by Structure: I-20 Minimum Vertical Clearance: 0.57m (1.87ft), Kilometerpoint: 403.871, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 9228, Location: I-20 & AL 21 (Lat: 33.600000, Lng: -85.816667), Route carried "under" structure: State highway 21, Year Built: 1967, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 35,000 (year 2007), Truck Traffic: 8%, Features Intersected: AL 21, Facility Carried by Structure: I-20 Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 403.871, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 9229, Location: 0.5 MI W EXIT 179 (Lat: 33.566667, Lng: -85.933333), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 500 (year 1994), Truck Traffic: 1%, Features Intersected: I20, Facility Carried by Structure: I-20 Minimum Vertical Clearance: 0.77m (2.53ft), Kilometerpoint: 179.239, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 14125, Location: 2.6 MI E JCT SR 21 (Lat: 33.600000, Lng: -85.783333), Route carried "under" structure: Interstate 20, Year Built: 1969, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 38,200 (year 2007), Truck Traffic: 39%, Features Intersected: I 20, Facility Carried by Structure: GLDN SPRGS/LEON SM Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 30.287, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 19147, Location: OXFORD (Lat: 33.621944, Lng: -85.848611), Route carried "under" structure: US 431, Year Built: 2003, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 14,990 (year 2007), Truck Traffic: 9%, Features Intersected: MU0001(EASTERN BYPASS), Facility Carried by Structure: EASTERN BYPASS Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 362.988, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Discuss this city on our hugely popular Alabama forum Back to: Oxford, AL, Alabama, All US cities.
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