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PEARL ST over JEFFERSON ST & ICGRR

Map 

Coordinates:
+32.29782, -90.17799
32°17'52" N, 90°10'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PEARL ST over JEFFERSON ST & ICGRR
Structure number:SA2500000000107
Location:SEC_ 3_T 5N_R 1E
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:87.9 ft. [26.8 m]
Total length:1595.2 ft. [486.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance above deck:28.9 ft. [8.8 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1971
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:19
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:9,600 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:52.3 tons [47.5 metric tons]
Inventory rating:31.4 tons [28.5 metric tons]
Sufficiency rating:76.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,138,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201576.3Not deficientSatisfactoryGoodGood9600
September 201378.3Not deficientGoodGoodVery Good9600
October 201180.9Not deficientVery GoodVery GoodVery Good9600
February 201180.9Not deficientVery GoodVery GoodVery Good9600
February 201080.9Not deficientVery GoodVery GoodVery Good9600
November 200780.9Not deficientVery GoodVery GoodVery Good9600
November 200580.9Not deficientVery GoodVery GoodVery Good9600
February 200480.9Not deficientVery GoodVery GoodVery Good9600
February 200280.9Not deficientVery GoodVery GoodVery Good9600
February 200080.8Not deficientVery GoodVery GoodVery Good10200
March 199880.8Not deficientVery GoodVery GoodVery Good10200
April 199680.8Not deficientVery GoodVery GoodVery Good10200