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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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201576.3FairSatisfactoryGoodGood-9600
September 201378.3GoodGoodGoodVery Good-9600
October 201180.9GoodVery GoodVery GoodVery Good-9600
February 201180.9GoodVery GoodVery GoodVery Good-9600
February 201080.9GoodVery GoodVery GoodVery Good-9600
November 200780.9GoodVery GoodVery GoodVery Good-9600
November 200580.9GoodVery GoodVery GoodVery Good-9600
February 200480.9GoodVery GoodVery GoodVery Good-9600
February 200280.9GoodVery GoodVery GoodVery Good-9600
February 200080.8GoodVery GoodVery GoodVery Good-10200
March 199880.8GoodVery GoodVery GoodVery Good-10200
April 199680.8GoodVery GoodVery GoodVery Good-10200