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Bridge Statistics for Albany, Georgia (GA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Albany, GA, Georgia, Georgia forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 83
Total length: 573 meters (1,880ft) Total costs: $5,381,000 Total average daily traffic: 1,840,484 Total average daily truck traffic: 7,514 National Bridge Inventory (NBI) Registered Bridges for Albany
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 2GA1275, Location: 0.1 KM W of Rankin St. (Lat: 31.555944, Lng: -84.091389), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 0.53m (1.74ft), Average Daily Traffic: 50 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2027), Design Load: HS 20, Features Intersected: Drainage Ditch, Facility Carried by Structure: Wilkinson Way / 4t Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.2m (7.2ft) Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 0.53m (1.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Roadway Improvement Cost: $5,000, Total Project Cost: $5,000 ( Estimate for 2009) Find on map >>
Structure Number: 2GA1475, Location: 0.1 km E of West Shaw Rd (Lat: 31.551111, Lng: -84.092917), Route carried "on" structure: Other road , Year Built: 1957, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 10 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2027), Features Intersected: Drainage Ditch, Facility Carried by Structure: Dirt Access Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.3 metric tons, Inventory Rating: 9.0 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $17,000, Total Project Cost: $34,000 ( Estimate for 2009), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 2GA1675, Location: 0.2 km N of South Shaw Rd (Lat: 31.546750, Lng: -84.086194), Route carried "on" structure: Other road , Year Built: 1957, Year Reconstructed: 2008, Status: Posted for load, Structure Length: 3.70m (12.14ft), Average Daily Traffic: 20 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2029), Features Intersected: Drainage Ditch, Facility Carried by Structure: Dirt Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Critical, Channel: Satisfactory, Operating Rating: 5.7 metric tons, Inventory Rating: 4.5 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Bridge Improvement Cost: $111,000, Total Project Cost: $111,000 ( Estimate for 2009), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 2GA1802, Location: 1.0 km S of Wilkenson Way (Lat: 31.547639, Lng: -84.095111), Route carried "on" structure: Other road , Year Built: 1957, Status: Posted for load, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 50 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2029), Features Intersected: Drainage Ditch, Facility Carried by Structure: West Shaw Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Navy/Marines, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.8m (12.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 16.9 metric tons, Inventory Rating: 13.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.09m (10.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $18,000, Total Project Cost: $36,000 ( Estimate for 2009), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 950002, Location: ALBANY - SOUTHSIDE (Lat: 31.539356, Lng: -84.136247), Route carried "on" structure: City street 114, Year Built: 1930, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 9,300 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 13,950 (year 2029), Design Load: H 15, Features Intersected: MARINE CORPS CANAL, Facility Carried by Structure: RADIUM SPRINGS ROA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.345, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009 Find on map >>
Structure Number: 950003, Location: OGLETHORPE BOULEVARD (Lat: 31.575492, Lng: -85.417278), Route carried "on" structure: Business US 19, Year Built: 1953, Status: Open, Structure Length: 21.94m (71.98ft), Average Daily Traffic: 26,930 (year 2007), Average Future Daily Traffic: 40,395 (year 2027), Design Load: HS 20, Features Intersected: FLINT RIVER, Facility Carried by Structure: SR 520 BUSINESS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.765, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.6m (54.5ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 21.1m (69.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2009, Underwater Inspection Date: May 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950004, Location: ALBANY - NORTHSIDE (Lat: 31.616475, Lng: -84.182317), Route carried "on" structure: US 82, Year Built: 1980, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 39,400 (year 2007), Average Future Daily Traffic: 59,100 (year 2027), Design Load: HS 20+Mod, Features Intersected: M-149 PALMYRA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.379, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950005, Location: NORTHWEST- ALBANY (Lat: 31.616642, Lng: -84.182622), Route carried "on" structure: US 82, Year Built: 1979, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 39,400 (year 2007), Average Future Daily Traffic: 59,100 (year 2027), Design Load: HS 20+Mod, Features Intersected: M-149 PALMYRA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.381, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950006, Location: ALBANY - NORTHSIDE (Lat: 31.616517, Lng: -84.180836), Route carried "on" structure: US 82, Year Built: 1980, Status: Open, Structure Length: 9.84m (32.28ft), Average Daily Traffic: 39,400 (year 2007), Average Future Daily Traffic: 59,100 (year 2027), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD (ABANDONED) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.395, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 19 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.5m (73.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950007, Location: ALBANY - NORTHSIDE (Lat: 31.621667, Lng: -84.180783), Route carried "on" structure: US 82, Year Built: 1980, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 39,400 (year 2007), Average Future Daily Traffic: 59,100 (year 2027), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD (ABANDONED) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.397, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), Skew: 19 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 18.8m (61.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950008, Location: ALBANY - NORTHSIDE (Lat: 31.616286, Lng: -84.176400), Route carried "on" structure: US 82, Year Built: 1974, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 43,270 (year 2007), Average Future Daily Traffic: 64,905 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 520B (US 19B-US 82B) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.437, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950009, Location: ALBANY - NORTHSIDE (Lat: 31.616483, Lng: -84.176394), Route carried "on" structure: US 82, Year Built: 1974, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 39,400 (year 2007), Average Future Daily Traffic: 59,100 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 520B (US 19B-US 82B) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.439, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 95001, Location: ALBANY - NORTHSIDE (Lat: 31.608278, Lng: -85.552494), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 13.31m (43.67ft), Average Daily Traffic: 43,270 (year 2007), Average Future Daily Traffic: 64,905 (year 2027), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR 520 (EBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.656, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: December 2009, Critical Feature Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950011, Location: ALBANY - NORTHSIDE (Lat: 31.608528, Lng: -85.551828), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 13.31m (43.67ft), Average Daily Traffic: 43,270 (year 2007), Average Future Daily Traffic: 64,905 (year 2027), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR 520 (WBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.658, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: December 2009, Critical Feature Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950012, Location: ALBANY - NORTHSIDE (Lat: 31.606294, Lng: -84.154553), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 43,270 (year 2007), Average Future Daily Traffic: 64,905 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 91 (SR 133), Facility Carried by Structure: SR 520 ( EBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.696, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 17 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950013, Location: ALBANY - NORTHSIDE (Lat: 31.606519, Lng: -84.154467), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 43,270 (year 2007), Average Future Daily Traffic: 64,905 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 91 (SR 133), Facility Carried by Structure: SR 520 ( WBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.698, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 17 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950014, Location: ALBANY - NORTHSIDE (Lat: 31.627467, Lng: -85.437494), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 36,930 (year 2007), Average Future Daily Traffic: 55,395 (year 2027), Design Load: HS 20+Mod, Features Intersected: REMOVED NFS RR, Facility Carried by Structure: SR 520 (EBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.759, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950015, Location: ALBANY - NORTHSIDE (Lat: 31.602986, Lng: -85.436978), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 36,930 (year 2007), Average Future Daily Traffic: 55,395 (year 2027), Design Load: HS 20+Mod, Features Intersected: REMOVED NFS RR, Facility Carried by Structure: SR 520 (WBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.761, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950016, Location: ALBANY - NE SECTION (Lat: 31.604467, Lng: -85.414672), Route carried "on" structure: US 19, Year Built: 1969, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 36,930 (year 2007), Average Future Daily Traffic: 55,395 (year 2027), Design Load: HS 20+Mod, Features Intersected: FLINT RIVER OVERFLOW, Facility Carried by Structure: SR 520 (EBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.799, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950017, Location: ALBANY - NE SECTION (Lat: 31.605667, Lng: -85.412306), Route carried "on" structure: US 19, Year Built: 1969, Status: Open, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 36,930 (year 2007), Average Future Daily Traffic: 55,395 (year 2027), Design Load: HS 20+Mod, Features Intersected: FLINT RIVER OVERFLOW, Facility Carried by Structure: SR 520 (WBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.801, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950018, Location: ALBANY - NE SECTION (Lat: 31.597953, Lng: -85.389083), Route carried "on" structure: US 19, Year Built: 1967, Status: Open, Structure Length: 21.82m (71.59ft), Average Daily Traffic: 36,930 (year 2007), Average Future Daily Traffic: 55,395 (year 2027), Design Load: HS 20+Mod, Features Intersected: FLINT RIVER, Facility Carried by Structure: SR 520 (EBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.838, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2009, Underwater Inspection Date: May 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950019, Location: ALBANY - NE SECTION (Lat: 31.598011, Lng: -85.385750), Route carried "on" structure: US 19, Year Built: 1969, Status: Open, Structure Length: 21.85m (71.69ft), Average Daily Traffic: 36,930 (year 2007), Average Future Daily Traffic: 55,395 (year 2027), Design Load: HS 20+Mod, Features Intersected: FLINT RIVER, Facility Carried by Structure: SR 520 (WBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.839, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Channel: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2009, Underwater Inspection Date: May 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 95002, Location: ALBANY - NE SECTION (Lat: 31.588378, Lng: -84.115986), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 6.24m (20.47ft), Average Daily Traffic: 41,990 (year 2007), Average Future Daily Traffic: 62,985 (year 2027), Design Load: HS 20+Mod, Features Intersected: M-129 MAPLE STREET, Facility Carried by Structure: SR 520 (EBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.119, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950021, Location: ALBANY - NE SECTION (Lat: 31.588628, Lng: -84.115936), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 41,990 (year 2007), Average Future Daily Traffic: 62,985 (year 2027), Design Load: HS 20+Mod, Features Intersected: M-129 MAPLE STREET, Facility Carried by Structure: SR 520 (WBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.121, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 950022, Location: ALBANY - EASTSIDE (Lat: 31.586469, Lng: -85.085111), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 41,990 (year 2007), Average Future Daily Traffic: 62,985 (year 2027), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR 520 (EBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.148, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950023, Location: ALBANY - EASTSIDE (Lat: 31.586336, Lng: -85.092089), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 41,990 (year 2007), Average Future Daily Traffic: 62,985 (year 2027), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR 520 (WBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 19 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950024, Location: ALBANY - EASTSIDE (Lat: 31.579908, Lng: -84.111911), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 31,220 (year 2007), Average Future Daily Traffic: 46,830 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR520-Clark Ave., Facility Carried by Structure: SR 3 (SBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.526, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 41.4 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950025, Location: ALBANY - EASTSIDE, CLARK (Lat: 31.579967, Lng: -84.111675), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 31,220 (year 2007), Average Future Daily Traffic: 46,830 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR520-Clark Ave, Facility Carried by Structure: SR 3 (NBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.525, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.5m (96.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950026, Location: ALBANY - EASTSIDE (Lat: 31.576275, Lng: -84.111592), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 31,220 (year 2007), Average Future Daily Traffic: 46,830 (year 2027), Design Load: HS 20+Mod, Features Intersected: M-127 EAST BROAD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.493, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 18 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950027, Location: ALBANY - EASTSIDE (Lat: 31.576111, Lng: -84.111269), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 31,220 (year 2007), Average Future Daily Traffic: 46,830 (year 2027), Design Load: HS 20+Mod, Features Intersected: M-127 E BROAD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.491, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.5m (57.4ft), Skew: 18 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950028, Location: ALBANY - EASTSIDE (Lat: 31.571675, Lng: -84.111575), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 6.33m (20.77ft), Average Daily Traffic: 31,220 (year 2007), Average Future Daily Traffic: 46,830 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 520 BUSINESS, Facility Carried by Structure: SR 3 (SBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.441, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950029, Location: ALBANY - EASTSIDE (Ogleth (Lat: 31.571628, Lng: -84.111361), Route carried "on" structure: US 19, Year Built: 1974, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 31,220 (year 2007), Average Future Daily Traffic: 46,830 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 520 BUSINESS, Facility Carried by Structure: SR 3 (NBL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.440, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950033, Location: ALBANY - EASTSIDE (Lat: 31.572325, Lng: -85.210056), Route carried "on" structure: Business US 19, Year Built: 1954, Status: Open, Structure Length: 7.55m (24.77ft), Average Daily Traffic: 21,700 (year 2007), Average Future Daily Traffic: 32,550 (year 2027), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: SR 520 BUSINESS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.997, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 950034, Location: ALBANY - EASTSIDE (Lat: 31.572344, Lng: -85.199722), Route carried "on" structure: Business US 19, Year Built: 1954, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 21,700 (year 2007), Average Future Daily Traffic: 32,550 (year 2027), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR 520 BUSINESS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.007, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.30m (37.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $69,000, Total Project Cost: $165,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 95004, Location: ALBANY - NORTHSIDE (Lat: 31.610750, Lng: -85.538578), Route carried "on" structure: State highway 91, Year Built: 1976, Status: Open, Structure Length: 36.24m (118.90ft), Average Daily Traffic: 15,690 (year 2007), Average Future Daily Traffic: 23,535 (year 2027), Design Load: HS 20, Features Intersected: REMOVED CSX RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.226, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950041, Location: ALBANY - NORTHSIDE (Lat: 31.603844, Lng: -85.533861), Route carried "on" structure: State highway 91, Year Built: 1974, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 15,690 (year 2007), Average Future Daily Traffic: 23,535 (year 2027), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.271, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950043, Location: ALBANY - SW SECTION (Lat: 31.563486, Lng: -84.215028), Route carried "on" structure: City street 103, Year Built: 1977, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,310 (year 2007), Average Future Daily Traffic: 7,965 (year 2027), Design Load: H 15, Features Intersected: PERCOSIA CREEK, Facility Carried by Structure: GORDON AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.098, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009 Find on map >>
Structure Number: 950044, Location: ALBANY-3 MI N JCT SR3 (Lat: 31.547333, Lng: -84.095742), Route carried "on" structure: City street 115, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 10,460 (year 2007), Average Future Daily Traffic: 15,690 (year 2027), Design Load: H 15, Features Intersected: MARINE CORPS CANAL, Facility Carried by Structure: MOCK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.495, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.5m (60.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009 Find on map >>
Structure Number: 950045, Location: ALBANY - NE SECTION (Lat: 31.591861, Lng: -84.125092), Route carried "on" structure: City street 128, Year Built: 1974, Status: Open, Structure Length: 7.31m (23.98ft), Average Daily Traffic: 5,510 (year 2007), Average Future Daily Traffic: 8,265 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 520, Facility Carried by Structure: BLAYLOCK STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.144, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 7 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950047, Location: ALBANY - SE SECTION (Lat: 31.544136, Lng: -84.111758), Route carried "on" structure: State highway 133, Year Built: 1942, Year Reconstructed: 1959, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 11,490 (year 2007), Average Future Daily Traffic: 17,235 (year 2027), Design Load: H 15, Features Intersected: MARINE CORP CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.436, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.5m (60.7ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009 Find on map >>
Structure Number: 950048, Location: ALBANY - SE SECTION (Lat: 31.546075, Lng: -84.115036), Route carried "on" structure: State highway 133, Year Built: 1959, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 16,810 (year 2007), Average Future Daily Traffic: 25,215 (year 2027), Design Load: HS 20, Features Intersected: SR 3 (US 19-SR 300) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.470, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950049, Location: ALBANY - SE SECTION (Lat: 31.545911, Lng: -84.115086), Route carried "on" structure: State highway 133, Year Built: 1959, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 16,810 (year 2007), Average Future Daily Traffic: 25,215 (year 2027), Design Load: HS 20, Features Intersected: SR 3 (US 19-SR 300) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.472, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 95005, Location: ALBANY - SE SECTION (Lat: 31.554533, Lng: -85.202694), Route carried "on" structure: State highway 133, Year Built: 1941, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 16,810 (year 2007), Average Future Daily Traffic: 25,215 (year 2027), Design Load: H 15, Features Intersected: CSX RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.560, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 45.26m (148.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $272,000, Total Project Cost: $527,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950051, Location: ALBANY - DOWNTOWN (Lat: 31.576928, Lng: -84.147003), Route carried "on" structure: City street 134, Year Built: 1920, Status: Closed, Structure Length: 23.56m (77.30ft), Average Daily Traffic: 6,750 (year 2007), Average Future Daily Traffic: 10,125 (year 2027), Design Load: H 15, Features Intersected: FLINT RIVER, Facility Carried by Structure: BROAD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.624, Lanes on structure: 3, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 11, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Imminent failure, Channel: Fair, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 63.91m (209.68ft), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 10, Underwater Inspection Date: Febuary 2009, Bridge Improvement Cost: $3,217,000, Roadway Improvement Cost: $591,000, Total Project Cost: $4,418,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 950052, Location: ALBANY - NORTHSIDE (Lat: 31.613403, Lng: -84.158528), Route carried "on" structure: State highway 133, Year Built: 1978, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 6,810 (year 2007), Average Future Daily Traffic: 10,215 (year 2027), Design Load: HS 20+Mod, Features Intersected: LAKE CHEHAW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.519, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2009, Underwater Inspection Date: May 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 950053, Location: ALBANY - NORTH WEST SECTI (Lat: 31.624717, Lng: -84.204275), Route carried "on" structure: City street 144, Year Built: 1980, Status: Open, Structure Length: 8.71m (28.58ft), Average Daily Traffic: 18,330 (year 2007), Average Future Daily Traffic: 27,495 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 520 ( US 82 COR Z), Facility Carried by Structure: NOTTINGHAM WAY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.148, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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