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SR 25 over PEARL RIVER RELIEF

Map 

Coordinates:
+32.33141, -90.12897
32°19'53" N, 90°07'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 25 over PEARL RIVER RELIEF
Structure number:31000250250016B
Location:1.6 MI N I 55
Purpose:Carries highway over relief for waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:319.9 ft. [97.5 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:2001
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:8
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:45.5 tons [41.4 metric tons]
Inventory rating:40.6 tons [36.9 metric tons]
Sufficiency rating:98.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$380,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201498.6Not deficientSatisfactoryVery GoodGood30000
July 201298.6Not deficientGoodGoodGood29500
July 201098.4Not deficientGoodGoodGood34500
May 200898.4Not deficientGoodGoodGood34500
September 200698.6Not deficientGoodGoodGood29500
July 200498.7Not deficientVery GoodGoodGood27500
August 200298.7Not deficientVery GoodGoodGood27500
August 200076.7Not deficientVery GoodGoodGood19000
July 199876.7Not deficientVery GoodGoodGood19000
October 199676.4Functionally obsoleteVery GoodGoodGood21500
December 199476.9Functionally obsoleteVery GoodGoodGood21500
February 199377.1Functionally obsoleteVery GoodGoodGood19260
March 199177.4Functionally obsoleteVery GoodVery GoodVery Good16440