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RAMP F over 10 TH AVE NO * RRS

Map 

Coordinates:
+33.52887, -86.80279
33°31'44" N, 86°48'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP F over 10 TH AVE NO * RRS
Structure number:014162
Old structure number:00000I59370254D (from 1992 edition)
Location:RAMP F TO I-59
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:160.1 ft. [48.8 m]
Total length:660.1 ft. [201.2 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance below bridge:25.3 ft. [7.7 m]
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]
Main span material:Steel [3]
Main span 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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:15,477 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:90.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,188,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201590.4Not deficientGoodSatisfactoryGood15477
September 201390.4Not deficientGoodSatisfactoryGood15477
September 201190.5Not deficientGoodSatisfactoryGood15346
September 200990.4Not deficientGoodGoodGood15616
September 200790.4Not deficientGoodGoodGood15585
September 200590.4Not deficientGoodGoodGood16038
September 200391.5Not deficientGoodVery GoodGood5000
October 200191.5Not deficientGoodVery GoodGood5000
December 199993.6Not deficientGoodVery GoodGood4000
February 199893.6Not deficientGoodGoodGood3600
January 199693.7Not deficientGoodGoodGood3600
February 199493.7Not deficientGoodVery GoodGood3500
October 199193.8Not deficientGoodGoodGood3000