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Bridge Statistics for Phenix City, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Phenix City, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 59 Total length: 373 meters (1,224ft) Total costs: $96,150,000 Total average daily traffic: 753,122 Total average daily truck traffic: 46,054 National Bridge Inventory (NBI) Registered Bridges for Phenix City
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1088, Location: PHENIX CITY (Lat: 32.450000, Lng: -85.000000), Route carried "on" structure: City street , Year Built: 1934, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 16,975 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 20,000 (year 2023), Design Load: H 15, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: BOARD ST Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.900, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.4m (14.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.6 metric tons, Inventory Rating: 15.6 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: 9.26m (30.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $799,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 173, Location: PHENIX CITY (Lat: 32.483333, Lng: -85.033333), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 9,632 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 19,000 (year 2023), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: OLD 431-OPELIKA R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, 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: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $237,000, Roadway Improvement Cost: $24,000, Total Project Cost: $356,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2232, Location: PHENIX CITY (Lat: 32.466667, Lng: -85.016667), Route carried "on" structure: City street , Year Built: 1940, Status: Posted for load, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 2,100 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 4,200 (year 2027), Design Load: H 15, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: 10TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, 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: 0.9m (3.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, 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: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: December 2007, Critical Feature Inspection Date: December 2007, Bridge Improvement Cost: $391,000, Roadway Improvement Cost: $39,000, Total Project Cost: $586,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2238, Location: PHENIX CITY (Lat: 32.466667, Lng: -85.016667), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,500 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 1,800 (year 2023), Design Load: H 10, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: BRIDGEWATER DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, 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: 9.7m (31.8ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Total Project Cost: $342,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2245, Location: PHENIX CITY (Lat: 32.500000, Lng: -85.033333), Route carried "on" structure: City street , Year Built: 1940, Status: Temporarily open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,000 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 1,300 (year 2027), Design Load: H 15, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: 12TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.75m (9.02ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2007, Other Special Inspection Date: December 2007, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $23,000, Total Project Cost: $342,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 228, Location: 1 MI EAST LEE CO LINE (Lat: 32.433333, Lng: -85.300000), Route carried "on" structure: US 80, Year Built: 1940, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,910 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 2,915 (year 2027), Design Load: H 15, Features Intersected: SNAKE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 317.752, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, 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: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $391,000, Roadway Improvement Cost: $39,000, Total Project Cost: $586,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 2281, Location: 2.6 MI EAST LEE CO LINE (Lat: 32.433333, Lng: -85.283333), Route carried "on" structure: State highway 80, Year Built: 1940, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 3,640 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 3,647 (year 2027), Design Load: H 15, Features Intersected: BRUSH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 320.279, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: Fair, Substructure: Fair, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Testing, 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: 5.74m (18.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $613,000, Roadway Improvement Cost: $61,000, Total Project Cost: $919,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 2783, Location: 4 MI E JCT SR 169 (Lat: 32.450000, Lng: -85.116667), Route carried "on" structure: US 80, Year Built: 1944, Status: Open, Structure Length: 15.76m (51.71ft), Average Daily Traffic: 9,050 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 9,249 (year 2027), Design Load: HS 15, Features Intersected: LITTLE UCHEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 335.172, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.51m (54.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,895,000, Roadway Improvement Cost: $190,000, Total Project Cost: $2,843,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3696, Location: 2.5 MI SW US 280 (US 431) (Lat: 32.416667, Lng: -84.983333), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 1,500 (year 1997), Truck Traffic: 30%, Average Future Daily Traffic: 3,000 (year 2023), Design Load: H 15, Features Intersected: COCHGALECHEE CREEK, Facility Carried by Structure: CO 61 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $637,000, Roadway Improvement Cost: $64,000, Total Project Cost: $956,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4291, Location: PHENIX CITY (Lat: 32.433333, Lng: -85.000000), Route carried "on" structure: City street , Year Built: 1952, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 5,150 (year 1997), Truck Traffic: 1%, Average Future Daily Traffic: 10,300 (year 2023), Design Load: H 15, Features Intersected: COCHGALECHEE CREEK, Facility Carried by Structure: SEALE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), 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: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Better than present minimum criteria, Length Of Structure Improvement: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $29,000, Total Project Cost: $429,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 735, Location: 1.0 MI E. JCT. US 80-280 (Lat: 32.466667, Lng: -85.016667), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 22,000 (year 1997), Truck Traffic: 15%, Average Future Daily Traffic: 34,000 (year 2023), Design Load: HS 20, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: 14TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.200, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 31.7m (104.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $793,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,189,000 ( Estimate for 2008) Find on map >>
Structure Number: 7351, Location: 0.6 MI E JCT US 80-280 (Lat: 32.466667, Lng: -85.016667), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 22,000 (year 1997), Truck Traffic: 15%, Average Future Daily Traffic: 34,000 (year 2022), Design Load: H 20, Features Intersected: TRIB HOLLAND CREEK, Facility Carried by Structure: 14TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.499, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 38.7m (127.0ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $647,000, Roadway Improvement Cost: $65,000, Total Project Cost: $971,000 ( Estimate for 2008) Find on map >>
Structure Number: 7904, Location: MI 115.9-1.33 MI E US 80 (Lat: 31.450000, Lng: -85.000000), Route carried "on" structure: County highway 28, Year Built: 1963, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 4,710 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 5,715 (year 2022), Design Load: H 20, Features Intersected: US 431, Facility Carried by Structure: SANFORD RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), 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: 35.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.60m (31.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,174,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,761,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 7984, Location: .3 MI E OF 431 MI 145.8 (Lat: 32.450000, Lng: -85.000000), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 1,200 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 1,700 (year 2022), Design Load: HS 20, Features Intersected: AL 38, Facility Carried by Structure: SEALE RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $2,376,000, Roadway Improvement Cost: $238,000, Total Project Cost: $3,564,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 8667, Location: PHENIX CITY (Lat: 32.466667, Lng: -85.016667), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,300 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 6,100 (year 2023), Design Load: H 15, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: TWENTIETH AVENUE Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.698, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 2.4m (7.9ft), Out-to-Out Width: 3.1m (10.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.6 metric tons, Inventory Rating: 15.6 metric tons, Structural Evaluation: High priority of replacement, 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: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $73,000, Roadway Improvement Cost: $7,000, Total Project Cost: $109,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8709, Location: 0.1 MI W 280 & 431 (Lat: 32.483333, Lng: -85.033333), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 8,500 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 17,600 (year 2023), Design Load: H 10, Features Intersected: MILL CREEK, Facility Carried by Structure: LAKEWOOD DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.17m (7.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $44,000, Total Project Cost: $659,000 ( Estimate for 2008) Find on map >>
Structure Number: 8719, Location: 0.4 MI NE US 280 (US 431) (Lat: 32.483333, Lng: -85.033333), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 7,768 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 17,000 (year 2027), Design Load: H 10, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: LAKEWOOD DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.500, 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: 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: 87.9 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 minimum criteria, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $27,000, Total Project Cost: $409,000 ( Estimate for 2008) Find on map >>
Structure Number: 8727, Location: 0.2 MI NE US 280 US 431 (Lat: 32.483333, Lng: -85.016667), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 10,200 (year 1995), Truck Traffic: 2%, Average Future Daily Traffic: 20,000 (year 2023), Design Load: H 10, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: CO 16 (STADIUM DR Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $726,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,089,000 ( Estimate for 2008) Find on map >>
Structure Number: 9035, Location: 1.6 MI N JCT SR 165 (Lat: 32.433333, Lng: -85.016667), Route carried "on" structure: US 431, Year Built: 1966, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 28,550 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 29,377 (year 2027), Design Load: H 20, Features Intersected: COCHGALECHEE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.887, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.53m (18.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $954,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,431,000 ( Estimate for 2008) Find on map >>
Structure Number: 9715, Location: 1.6 MI E JCT 80 MI (Lat: 32.450000, Lng: -85.000000), Route carried "on" structure: US 280, Year Built: 1968, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 16,485 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 16,452 (year 2026), Design Load: HS 20, Features Intersected: US 431 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 219.206, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Fair, 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.54m (28.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,722,000, Roadway Improvement Cost: $172,000, Total Project Cost: $2,583,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 9716, Location: 1.6 MI E JCT 80 (Lat: 32.450000, Lng: -85.000000), Route carried "on" structure: US 280, Year Built: 1968, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 16,485 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 16,452 (year 2026), Design Load: HS 20, Features Intersected: US 431 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 219.206, 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: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), 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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.54m (28.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $1,044,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,566,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1074, Location: PHENIX CITY (Lat: 32.433333, Lng: -85.033333), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,200 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 4,400 (year 2027), Design Load: H 15, Features Intersected: COCHGALECHEE CREEK, Facility Carried by Structure: SANDFORT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 85.6 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 desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $214,000, Roadway Improvement Cost: $21,000, Total Project Cost: $321,000 ( Estimate for 2008) Find on map >>
Structure Number: 12531, Location: 3.1 MI W JCT US 80 (Lat: 32.483333, Lng: -85.033333), Route carried "on" structure: US 431, Year Built: 1981, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 36,820 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 38,440 (year 2027), Design Load: HS 20, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.843, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.5m (18.0ft) 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: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $2,587,000, Roadway Improvement Cost: $259,000, Total Project Cost: $3,881,000 ( Estimate for 2008) Find on map >>
Structure Number: 12532, Location: 3.3 MI N JCT US 80 (Lat: 32.483333, Lng: -85.033333), Route carried "on" structure: US 431, Year Built: 1981, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 17,535 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 18,587 (year 2027), Design Load: HS 20+Mod, Features Intersected: LAKEWOOD DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.165, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.67m (25.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $1,248,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,872,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 12533, Location: 3.3 MI N JCT US 80 (Lat: 32.466667, Lng: -85.033333), Route carried "on" structure: US 431, Year Built: 1981, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 17,535 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 18,587 (year 2027), Design Load: HS 20+Mod, Features Intersected: LAKEWOOD DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.165, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.67m (25.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $1,248,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,872,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 12534, Location: 3.3 MI W JCT US 80 (Lat: 32.483333, Lng: -85.033333), Route carried "on" structure: US 431, Year Built: 1981, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 17,535 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 18,587 (year 2027), Design Load: HS 20+Mod, Features Intersected: CENTRAL OF GA RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.485, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,155,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,733,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 12535, Location: 3.3 MI JCT US 80 (Lat: 32.483333, Lng: -85.033333), Route carried "on" structure: US 431, Year Built: 1981, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 17,535 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 18,587 (year 2027), Design Load: HS 20+Mod, Features Intersected: CENTRAL OF GA RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.485, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,155,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,733,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 13589, Location: 4.7 MI E OF JCT US 431 (Lat: 32.500000, Lng: -85.000000), Route carried "on" structure: US 80, Year Built: 1985, Status: Open, Structure Length: 45.32m (148.69ft), Average Daily Traffic: 27,415 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 28,347 (year 2027), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 350.317, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.32m (148.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2006, Bridge Improvement Cost: $7,682,000, Roadway Improvement Cost: $768,000, Total Project Cost: $11,523,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1359, Location: 4.7 MI E OF JCT US431 (Lat: 32.500000, Lng: -85.000000), Route carried "on" structure: US 80, Year Built: 1985, Status: Open, Structure Length: 45.32m (148.69ft), Average Daily Traffic: 27,415 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 28,347 (year 2027), Design Load: HS 20+Mod, Features Intersected: CHATTAHOOCHEE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 350.317, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 45.32m (148.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2006, Bridge Improvement Cost: $7,682,000, Roadway Improvement Cost: $768,000, Total Project Cost: $11,523,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 13896, Location: 3.5 MI E OF JCT US 431 (Lat: 32.483333, Lng: -85.016667), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 11,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 16,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: US 80, Facility Carried by Structure: SUMMERVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 219.600, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.3m (92.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.54m (28.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $3,146,000, Roadway Improvement Cost: $315,000, Total Project Cost: $4,719,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 13897, Location: 3.8 MI E JCT 431 (Lat: 32.000000, Lng: -85.000000), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 2,500 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 3,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: US 80, Facility Carried by Structure: 13TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.59m (31.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,747,000, Roadway Improvement Cost: $175,000, Total Project Cost: $2,621,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 13898, Location: 4.4 MI E OF JCT US 431 (Lat: 32.524444, Lng: -85.013611), Route carried "on" structure: US 80, Year Built: 1986, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 26,360 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 39,170 (year 2023), Design Load: HS 20+Mod, Features Intersected: 5TH AVE EXT. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 349.836, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.59m (24.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,286,000, Roadway Improvement Cost: $129,000, Total Project Cost: $1,929,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 13899, Location: 4.4 MI E OF US 431 (Lat: 32.519722, Lng: -85.009167), Route carried "on" structure: US 80, Year Built: 1986, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 27,415 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 28,347 (year 2027), Design Load: HS 20+Mod, Features Intersected: 5TH AVE EXT. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 349.836, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,308,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,962,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14513, Location: 0.15 MI E OF INT US 431 (Lat: 32.483333, Lng: -85.016667), Route carried "on" structure: Ramp US 80, Year Built: 1988, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 3,831 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 3,922 (year 2027), Design Load: HS 20+Mod, Features Intersected: HOLLAND CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 346.595, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 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: 40.8 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $5,758,000, Roadway Improvement Cost: $576,000, Total Project Cost: $8,637,000 ( Estimate for 2008) Find on map >>
Structure Number: 14514, Location: 0.15 MI E OF INT US 431 (Lat: 32.483333, Lng: -85.016667), Route carried "on" structure: Ramp US 80, Year Built: 1988, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 3,831 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 3,922 (year 2027), Design Load: HS 20+Mod, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 346.595, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), 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: 40.8 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: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,674,000, Roadway Improvement Cost: $167,000, Total Project Cost: $2,511,000 ( Estimate for 2008) Find on map >>
Structure Number: 14515, Location: 0.16 MI E OF INT US 431 (Lat: 32.483333, Lng: -85.016667), Route carried "on" structure: US 80, Year Built: 1988, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 19,155 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 19,614 (year 2027), Design Load: HS 20+Mod, Features Intersected: OPELIKA RD & C OF GA RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 346.724, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.87m (32.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $2,148,000, Roadway Improvement Cost: $215,000, Total Project Cost: $3,222,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14516, Location: 0.16 MI E OF INT US 431 (Lat: 32.483333, Lng: -85.016667), Route carried "on" structure: US 80, Year Built: 1988, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 19,155 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 19,614 (year 2027), Design Load: HS 20+Mod, Features Intersected: OPELIKA RD & C OF GA RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 346.724, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.87m (32.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $2,148,000, Roadway Improvement Cost: $215,000, Total Project Cost: $3,222,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 15594, Location: JCT 13TH & 28TH (Lat: 32.466667, Lng: -85.016667), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2027), Design Load: H 15, Features Intersected: TRIB HOLLAND CREEK, Facility Carried by Structure: 28TH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.099, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.35m (4.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $16,000, Total Project Cost: $237,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 15595, Location: 500 N. 13TH STREET (Lat: 32.466667, Lng: -85.016667), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2027), Design Load: H 15, Features Intersected: TRIB HOLLAND CREEK, Facility Carried by Structure: 28TH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Channel: Poor, Culverts: Poor, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2007, Other Special Inspection Date: December 2007, Bridge Improvement Cost: $161,000, Roadway Improvement Cost: $16,000, Total Project Cost: $241,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 15931, Location: PHENIX CITY (Lat: 32.483333, Lng: -85.016667), Route carried "on" structure: City street 7, Year Built: 1994, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,905 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 4,457 (year 2027), Design Load: HS 20+Mod, Features Intersected: HOLLAND CREEK, Facility Carried by Structure: SOUTH RAILROAD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.199, Lanes on structure: 2, Owner: City or Municipal 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: 3.7m (12.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $552,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16052, Location: PHENIX CITY (Lat: 32.466667, Lng: -85.000000), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 9,958 (year 1995), Truck Traffic: 2%, Average Future Daily Traffic: 13,683 (year 2023), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: SUMMERVILLE RD. Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 2.6m (8.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.8m (12.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 37.0 metric tons, Inventory Rating: 29.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.08m (6.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $154,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 18067, Location: .8 MI EAST OF JCT OF 431 (Lat: 32.450000, Lng: -85.000000), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 3,500 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 5,250 (year 2024), Design Load: HS 20, Features Intersected: US280, Facility Carried by Structure: COLIN POWELL PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.46m (31.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $3,409,000, Roadway Improvement Cost: $341,000, Total Project Cost: $5,114,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1864, Location: KNOWLES RD..2MI.WEST 280 (Lat: 32.383333, Lng: -85.016667), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 834 (year 2007), Average Future Daily Traffic: 1,250 (year 2027), Features Intersected: COCHGALECHEE CREEK, Facility Carried by Structure: KNOWLES RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, 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: 4, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 72.8 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: Equal to present desirable 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: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $365,000, Roadway Improvement Cost: $37,000, Total Project Cost: $548,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 18932, Location: 1.3 MI. N. SHADY GROVE RD (Lat: 32.283333, Lng: -85.366667), Route carried "on" structure: County highway 67, Year Built: 2004, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 26 (year 2003), Average Future Daily Traffic: 100 (year 2025), Design Load: HS 20, Features Intersected: N FORK COWIKEE CREEK REL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.607, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, 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: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Channel: 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $22,000, Total Project Cost: $333,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 18934, Location: ????????????????????????? (Lat: 32.300000, Lng: -85.366667), Route carried "on" structure: County highway 67, Year Built: 2004, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 26 (year 2003), Average Future Daily Traffic: 100 (year 2025), Design Load: HS 20, Features Intersected: N FORK COWIKEE CREEK MC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.508, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Channel: 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.45m (8.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $525,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 18939, Location: 2 MI. S. CO. RD 4 (Lat: 32.150000, Lng: -85.250000), Route carried "on" structure: County highway 11, Year Built: 2004, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 225 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 500 (year 2027), Design Load: HS 20, Features Intersected: RODDICK CREEK, Facility Carried by Structure: COUNTY ROAD 13 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.685, Lanes on structure: 2, Owner: County 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: 2.7m (8.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Channel: 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $360,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels Discuss this city on our hugely popular Alabama forum Back to: Phenix City, AL, Alabama, All US cities.
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