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RAMP "A" over 26TH STREET

Map

Coordinates:
+33.52602, -86.80262
33°31'34" N, 86°48'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RAMP "A" over 26TH STREET
Structure number:014155
Old structure number:00000I59370251B (from 1992 edition)
Location:I59 TO 26TH STREET
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:152.9 ft. [46.6 m]
Total length:2193.7 ft. [668.6 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1987
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:20
Main spans material:Steel continuous [4]
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: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,477 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:96.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$18,658,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201696.6FairSatisfactorySatisfactorySatisfactory-15477
October 201496.6FairSatisfactoryGoodSatisfactory-15477
October 201296.5FairGoodGoodSatisfactory-15735
September 201096.5GoodGoodGoodGood-15753
September 200896.5GoodGoodGoodGood-16014
September 200696.5GoodGoodGoodGood-15911
September 200496.5GoodGoodVery GoodVery Good-16236
September 200296.5GoodGoodVery GoodVery Good-16295
October 200099.8GoodGoodVery GoodVery Good-2100
November 199899.7GoodGoodVery GoodVery Good-2000
September 199699.8GoodGoodVery GoodVery Good-1200
September 199499.9GoodGoodVery GoodVery Good-1000
September 199299.9GoodGoodGoodGood-500
December 198999.9GoodExcellentExcellentExcellent-500