RAMP F over 26 TH ST


+33.51667, -86.78333
33°31'00" N, 86°46'60" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP F over 26 TH ST
Structure number:010737
Old structure number:00000003370117D (from 1992 edition)
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:133.9 ft. [40.8 m]
Total length:294.0 ft. [89.6 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,810 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:84.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,922,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201784.0FairSatisfactoryFairSatisfactory-31810
March 201584.0FairSatisfactoryFairSatisfactory-31810
March 201384.0FairSatisfactoryFairSatisfactory-31775
March 201185.0FairSatisfactoryFairSatisfactory-31620
March 200985.0FairGoodFairGood-33110
March 200785.0FairGoodFairVery Good-32560
March 200585.0FairGoodFairVery Good-33040
March 200397.0FairGoodSatisfactoryVery Good-1300
April 200197.0FairGoodSatisfactoryVery Good-1300
April 199997.0FairGoodSatisfactoryVery Good-1200
January 199798.0FairGoodSatisfactoryVery Good-950
January 199598.0FairGoodSatisfactoryVery Good-900
December 199295.0FairGoodSatisfactoryVery Good-500
December 199098.0FairGoodSatisfactoryGood-500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.1,470001,4700
Steel Protective Coatingsq. ft.17,7930017,7930
Reinforced Concrete Decksq. ft.11,466011,46600
Steel Gusset Plateeach392003920
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.5505500
Reinforced Concrete Pier Caplinear ft.6868000
Strip Seal Jointlinear ft.7800078
Movable Bearingeach1505100
Fixed Bearingeach50500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.588058800