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Bridge Statistics for Spanish Fort, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Spanish Fort, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 126 meters (413ft) Total costs: $34,375,000 Total average daily traffic: 366,790 Total average daily truck traffic: 54,038 National Bridge Inventory (NBI) Registered Bridges for Spanish Fort
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 7804, Location: 2.1 M N JCT US 31 & 225 (Lat: 30.693333, Lng: -87.915000), Route carried "on" structure: State highway 225, Year Built: 1962, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 7,720 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 8,221 (year 2027), Design Load: HS 20, Features Intersected: BAY MINETTE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.392, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.28m (46.85ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2007, Underwater Inspection Date: October 2007, Bridge Improvement Cost: $1,876,000, Roadway Improvement Cost: $188,000, Total Project Cost: $2,814,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9851, Location: 0.2 MI E US 90 (Lat: 30.658889, Lng: -87.900000), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 47,670 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 49,481 (year 2027), Design Load: HS 20, Features Intersected: JOE'S BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.836, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $2,486,000, Roadway Improvement Cost: $249,000, Total Project Cost: $3,729,000 ( Estimate for 2008) Find on map >>
Structure Number: 9853, Location: 1.9 MI E JCT US 90 & I-10 (Lat: 30.651111, Lng: -87.871667), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 47,670 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 49,481 (year 2027), Design Load: HS 20, Features Intersected: D'OLIVE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.607, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.17m (7.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $2,844,000, Roadway Improvement Cost: $284,000, Total Project Cost: $4,266,000 ( Estimate for 2008) Find on map >>
Structure Number: 9854, Location: 4.2 MI E JCT US 90 (Lat: 30.651667, Lng: -87.838889), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 41,010 (year 2007), Truck Traffic: 22%, Average Future Daily Traffic: 42,486 (year 2027), Design Load: HS 20, Features Intersected: TURKEY BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.349, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,986,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,979,000 ( Estimate for 2008) Find on map >>
Structure Number: 9855, Location: 4.6 MI E JCT US 90 (Lat: 30.667222, Lng: -87.837222), Route carried "on" structure: Interstate 10, Year Built: 1969, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 41,010 (year 2007), Truck Traffic: 22%, Average Future Daily Traffic: 42,486 (year 2027), Design Load: HS 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.992, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,130,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,695,000 ( Estimate for 2008) Find on map >>
Structure Number: 10002, Location: US90/I-10(1 MI E SP FT) (Lat: 30.668333, Lng: -87.901389), Route carried "on" structure: US 90, Year Built: 1969, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 15,050 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 15,441 (year 2027), Design Load: HS 20, Features Intersected: I-10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.281, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.15m (43.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $2,245,000, Roadway Improvement Cost: $225,000, Total Project Cost: $3,368,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10003, Location: US90/I-10(1 MI E SP FT) (Lat: 30.660278, Lng: -87.915556), Route carried "on" structure: US 90, Year Built: 1969, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 15,050 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 15,441 (year 2027), Design Load: HS 20, Features Intersected: I-10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.281, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.15m (43.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $2,861,000, Roadway Improvement Cost: $286,000, Total Project Cost: $4,291,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10042, Location: 0.2 MI E JCT I-10 (Lat: 30.653333, Lng: -87.924722), Route carried "on" structure: US 98, Year Built: 1969, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 30,100 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 66,475 (year 2027), Design Load: HS 20, Features Intersected: D'OLIVE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.795, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2007, Underwater Inspection Date: November 2007, Bridge Improvement Cost: $1,237,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,856,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10043, Location: 0.2 MI E JCT I-10 (Lat: 30.658056, Lng: -87.908056), Route carried "on" structure: US 98, Year Built: 1969, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 30,100 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 66,475 (year 2027), Design Load: HS 20, Features Intersected: D'OLIVE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.795, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2007, Underwater Inspection Date: November 2007, Bridge Improvement Cost: $1,237,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,856,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11929, Location: I10 @ US98-DAPHNE (Lat: 30.661389, Lng: -87.919167), Route carried "on" structure: Ramp Interstate 10, Year Built: 1978, Status: Open, Structure Length: 25.57m (83.89ft), Average Daily Traffic: 6,230 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 6,379 (year 2027), Design Load: HS 20, Features Intersected: US 98 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.198, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.0 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: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 25.57m (83.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Underwater Inspection Date: January 2007, Bridge Improvement Cost: $2,802,000, Roadway Improvement Cost: $280,000, Total Project Cost: $4,203,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 18007, Location: 0.3MI W SPANISH FORT HILL (Lat: 30.659167, Lng: -87.927778), Route carried "on" structure: State highway 90, Year Built: 2002, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 7,880 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 8,179 (year 2027), Design Load: HS 20, Features Intersected: US 90/98 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.334, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.7 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.63m (21.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,659,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 18008, Location: 0.3MI W SPANISH FORT HILL (Lat: 30.682500, Lng: -87.930278), Route carried "on" structure: State highway 90, Year Built: 2002, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 7,880 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 8,179 (year 2027), Design Load: HS 20, Features Intersected: US 90/98 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.334, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 64.8 metric tons, Inventory Rating: 42.5 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.63m (21.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,659,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 10002, Location: US90 I10 JCT 1 MI E SP FT (Lat: 30.668333, Lng: -87.901389), Route carried "under" structure: Interstate 10, Year Built: 1969, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 31,150 (year 2007), Truck Traffic: 15%, Features Intersected: US 90, Facility Carried by Structure: US 90 WB Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 56.514, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 10003, Location: US90 I10 JCT 1 MI E SP FT (Lat: 30.660278, Lng: -87.915556), Route carried "under" structure: Interstate 10, Year Built: 1969, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 31,150 (year 2007), Truck Traffic: 15%, Features Intersected: US 90, Facility Carried by Structure: US 90 EB Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 56.514, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 18007, Location: 0.3 MI W. SPANISH FORT (Lat: 30.659167, Lng: -87.927778), Route carried "under" structure: Alternate US 90, Year Built: 2002, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 3,560 (year 2006), Truck Traffic: 4%, Features Intersected: US 90/98 Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 69.334, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: 18008, Location: 0.3 MI W SPANISH FORT (Lat: 30.682500, Lng: -87.930278), Route carried "under" structure: Alternate US 90, Year Built: 2002, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 3,560 (year 2006), Truck Traffic: 4%, Features Intersected: US 90/98 Minimum Vertical Clearance: 5.29m (17.36ft), Kilometerpoint: 69.334, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Discuss this city on our hugely popular Alabama forum Back to: Spanish Fort, AL, Alabama, All US cities.
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