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Bridge Statistics for Gulf Shores, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Gulf Shores, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 22
Total length: 517 meters (1,696ft) Total costs: $143,547,000 Total average daily traffic: 147,374 Total average daily truck traffic: 7,574 National Bridge Inventory (NBI) Registered Bridges for Gulf Shores
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 10102, Location: 1 MI W SR 59 (Lat: 30.241383, Lng: -87.738114), Route carried "on" structure: State highway 182, Year Built: 1969, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,090 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 8,960 (year 2028), Design Load: HS 20, Features Intersected: LITTLE LAGOON PASS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.681, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 2 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 2 months, Inspection Date: June 2009, Underwater Inspection Date: April 2008, Other Special Inspection Date: Febuary 10, Bridge Improvement Cost: $1,395,000, Roadway Improvement Cost: $140,000, Total Project Cost: $2,093,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10764, Location: 1.8 MI N SR 182 (Lat: 30.275333, Lng: -87.686944), Route carried "on" structure: State highway 59, Year Built: 1972, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 38,660 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 69,820 (year 2028), Design Load: HS 20, Features Intersected: 22ND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.000, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 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-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.36m (20.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Bridge Improvement Cost: $3,688,000, Roadway Improvement Cost: $369,000, Total Project Cost: $5,532,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11464, Location: .4 MI N JCT SR 182 (Lat: 30.254694, Lng: -87.688778), Route carried "on" structure: State highway 59, Year Built: 1975, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 31,380 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 56,680 (year 2028), Design Load: HS 20, Features Intersected: LITTLE LAGOON Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.705, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.4m (63.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2009, Underwater Inspection Date: November 2009, Bridge Improvement Cost: $2,705,000, Roadway Improvement Cost: $271,000, Total Project Cost: $4,058,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11551, Location: 1.9 MI N SR 182 (Lat: 30.277028, Lng: -87.686861), Route carried "on" structure: State highway 59, Year Built: 1972, Year Reconstructed: 1976, Status: Open, Structure Length: 53.71m (176.21ft), Average Daily Traffic: 38,660 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 69,820 (year 2028), Design Load: HS 20, Features Intersected: INTRACOASTAL CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.188, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 22.3m (73.2ft), Horizontal Clearance: 38.1m (125.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 53.70m (176.18ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2009, Critical Feature Inspection Date: August 2009, Underwater Inspection Date: April 2008, Other Special Inspection Date: August 2009, Bridge Improvement Cost: $31,151,000, Roadway Improvement Cost: $3,115,000, Total Project Cost: $46,726,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 14957, Location: 2 MI W FLA LINE (Lat: 30.276844, Lng: -87.557900), Route carried "on" structure: State highway 182, Year Built: 1989, Status: Open, Structure Length: 79.19m (259.81ft), Average Daily Traffic: 18,020 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 39,480 (year 2028), Design Load: HS 20, Features Intersected: PERDIDO PASS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.847, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 12.5m (41.0ft), Horizontal Clearance: 30.5m (100.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 17, Length of Maximum Span: 73.2m (240.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.8m (87.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 79.18m (259.78ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2009, Underwater Inspection Date: November 2008, Bridge Improvement Cost: $47,723,000, Roadway Improvement Cost: $4,772,000, Total Project Cost: $71,584,000 ( Estimate for 2010), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15042, Location: E OF GU SH POST OFFICE (Lat: 30.273333, Lng: -87.685000), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 378 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 526 (year 2029), Features Intersected: W 1ST ST DRAINAGE, Facility Carried by Structure: W 21ST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $654,000 ( Estimate for 2010) Find on map >>
Structure Number: 15234, Location: 0.1 MI S CLUBHOUSE DR (Lat: 30.263333, Lng: -87.688333), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 541 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 683 (year 2029), Features Intersected: WEST 1ST ST DRAINAGE, Facility Carried by Structure: WEST 2ND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.526, 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: 2, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Bridge Improvement Cost: $339,000, Roadway Improvement Cost: $34,000, Total Project Cost: $509,000 ( Estimate for 2010) Find on map >>
Structure Number: 15235, Location: 192' W OF SR 59 (Lat: 30.270000, Lng: -87.785000), Route carried "on" structure: City street , Year Built: 1990, Year Reconstructed: 1996, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 946 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 1,157 (year 2029), Features Intersected: WEST 1ST ST. DRAINAGE, Facility Carried by Structure: CLUBHOUSE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.702, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Bridge Improvement Cost: $2,370,000, Roadway Improvement Cost: $237,000, Total Project Cost: $3,555,000 ( Estimate for 2010) Find on map >>
Structure Number: 15236, Location: 321' W OF SR 59 (Lat: 30.271667, Lng: -87.685000), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 946 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 1,262 (year 2029), Features Intersected: W 1ST ST DRAINAGE, Facility Carried by Structure: W 19TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.428, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Bridge Improvement Cost: $439,000, Roadway Improvement Cost: $44,000, Total Project Cost: $659,000 ( Estimate for 2010) Find on map >>
Structure Number: 15237, Location: 0.3 MI W OF E 2ND ST (Lat: 30.275000, Lng: -87.685000), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 568 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 908 (year 2029), Features Intersected: W 1ST ST DRAINAGE, Facility Carried by Structure: W 22ND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, 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: 4, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.93m (6.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Bridge Improvement Cost: $603,000, Roadway Improvement Cost: $60,000, Total Project Cost: $904,000 ( Estimate for 2010) Find on map >>
Structure Number: 15238, Location: 0.3 MI W OF E 2ND ST (Lat: 30.275000, Lng: -87.685000), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 379 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 670 (year 2029), Features Intersected: W 1ST ST DRAINAGE, Facility Carried by Structure: W CANAL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.629, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 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, Length Of Structure Improvement: 1.93m (6.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Bridge Improvement Cost: $603,000, Roadway Improvement Cost: $60,000, Total Project Cost: $904,000 ( Estimate for 2010) Find on map >>
Structure Number: 15809, Location: 0.9 MI N SR 182 (Lat: 30.256336, Lng: -87.679006), Route carried "on" structure: State highway 135, Year Built: 1993, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 4,190 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 10,110 (year 2028), Design Load: HS 20, Features Intersected: STATE LAKE CHANNEL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.455, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.6 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2008, Underwater Inspection Date: April 2008, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $63,000, Total Project Cost: $939,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16843, Location: 4.3 MI. W. OF AL. HWY. 59 (Lat: 30.283333, Lng: -87.733333), Route carried "on" structure: County highway 6, Year Built: 1997, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 799 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 1,776 (year 2029), Design Load: HS 20, Features Intersected: OYSTER BAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: March 2009, Underwater Inspection Date: March 2009, Bridge Improvement Cost: $1,307,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,961,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 18205, Location: 0.2 MI N SR 182 (Lat: 30.255750, Lng: -87.654028), Route carried "on" structure: State lands road 2, Year Built: 1975, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,630 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2027), Design Load: HS 20, Features Intersected: GULF ST PARK BOAT CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.88m (19.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2009, Underwater Inspection Date: June 2009, Bridge Improvement Cost: $1,613,000, Roadway Improvement Cost: $161,000, Total Project Cost: $2,419,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 18247, Location: 0.1 M S CLUBHOUSE DRIVE (Lat: 30.263333, Lng: -87.688333), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 468 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 736 (year 2029), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: WINDMILL RIDGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.7 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: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $32,000, Total Project Cost: $480,000 ( Estimate for 2010), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 1834, Location: 1 MI W 29TH AVE (Lat: 30.275556, Lng: -87.685556), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 489 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 509 (year 2029), Design Load: HS 20, Features Intersected: 28TH AVE DRAINAGE, Facility Carried by Structure: 28TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Bridge Improvement Cost: $380,000, Roadway Improvement Cost: $38,000, Total Project Cost: $570,000 ( Estimate for 2010) Find on map >>
Structure Number: 10764, Location: 1.8 MI N SR 182 (Lat: 30.275333, Lng: -87.686944), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 835 (year 2007), Truck Traffic: 1%, Features Intersected: 22ND AVE, Facility Carried by Structure: SR 59 Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 11551, Location: 1.9 MI N SR 59 (Lat: 30.277028, Lng: -87.686861), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 53.71m (176.21ft), Average Daily Traffic: 450 (year 2007), Truck Traffic: 1%, Features Intersected: CITY STREET, Facility Carried by Structure: SR 59 Minimum Vertical Clearance: 11.89m (39.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft) Find on map >>
Structure Number: 11551, Location: 1.9 MI N SR 59 (Lat: 30.277028, Lng: -87.686861), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 53.71m (176.21ft), Average Daily Traffic: 445 (year 2007), Truck Traffic: 1%, Features Intersected: CITY STREET, Facility Carried by Structure: SR 59 Minimum Vertical Clearance: 11.89m (39.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.9m (180.1ft) Find on map >>
Structure Number: 14957, Location: 2 MI W FLA LINE (Lat: 30.276844, Lng: -87.557900), Route carried "under" structure: Other road , Year Built: 1989, Structure Length: 79.19m (259.81ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 1%, Features Intersected: PERDIDO PASS, Facility Carried by Structure: SR 182 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 73.2m (240.2ft) Find on map >>
Structure Number: 14957, Location: 2 MI W FLA LINE (Lat: 30.276844, Lng: -87.557900), Route carried "under" structure: Other road , Year Built: 1989, Structure Length: 79.19m (259.81ft), Average Daily Traffic: 2,700 (year 2007), Truck Traffic: 4%, Features Intersected: PERDIDO PASS, Facility Carried by Structure: SR 182 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 73.2m (240.2ft) Find on map >>
Structure Number: 14957, Location: 2 MI W FLA LINE (Lat: 30.276844, Lng: -87.557900), Route carried "under" structure: Other road , Year Built: 1989, Structure Length: 79.19m (259.81ft), Average Daily Traffic: 300 (year 2007), Features Intersected: PERDIDO PASS, Facility Carried by Structure: SR 182 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 73.2m (240.2ft)
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