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0LD MADISON PIKE over SOUTHERN RR*SHERWOOD CRK

Map 

Coordinates:
+34.71507, -86.64820
34°42'54" N, 86°38'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:0LD MADISON PIKE over SOUTHERN RR*SHERWOOD CRK
Structure number:015054
Old structure number:0000I565450088A (from 1992 edition)
Location:JCT.OLD MADISON PK*SOU.RR
Purpose:Carries highway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:104.0 ft. [31.7 m]
Total length:167.0 ft. [50.9 m]
Roadway width between curbs:72.8 ft. [22.2 m]
Deck width edge-to-edge:92.2 ft. [28.1 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1990
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:2
Main spans material:Prestressed concrete [5]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:16,400 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,793,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201496.2Not deficientGoodGoodGood16400
October 201295.7Not deficientGoodGoodGood18500
October 201095.7Not deficientGoodGoodGood18500
October 200895.7Not deficientGoodGoodGood18500
October 200694.7Not deficientGoodGoodGood22600
October 200494.7Not deficientGoodGoodGood22600
January 200394.7Not deficientVery GoodVery GoodVery Good22600
August 200194.8Not deficientVery GoodVery GoodVery Good22000
May 199995.5Not deficientVery GoodVery GoodVery Good16100
September 199798.8Not deficientVery GoodVery GoodVery Good4300
September 199598.7Not deficientVery GoodVery GoodVery Good4300
August 199398.7Not deficientVery GoodVery GoodVery Good4202
February 199298.8Not deficientVery GoodVery GoodVery Good4120