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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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,100 [as of 2015]
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:97.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,241,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201697.4GoodGoodGoodGood-11100
October 201496.2GoodGoodGoodGood-16400
October 201295.7GoodGoodGoodGood-18500
October 201095.7GoodGoodGoodGood-18500
October 200895.7GoodGoodGoodGood-18500
October 200694.7GoodGoodGoodGood-22600
October 200494.7GoodGoodGoodGood-22600
January 200394.7GoodVery GoodVery GoodVery Good-22600
August 200194.8GoodVery GoodVery GoodVery Good-22000
May 199995.5GoodVery GoodVery GoodVery Good-16100
September 199798.8GoodVery GoodVery GoodVery Good-4300
September 199598.7GoodVery GoodVery GoodVery Good-4300
August 199398.7GoodVery GoodVery GoodVery Good-4202
February 199298.8GoodVery GoodVery GoodVery Good-4120