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OLD PEARL ROAD over ROCKY CREEK

Map

Coordinates:
+32.02724, -90.19756
32°01'38" N, 90°11'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD PEARL ROAD over ROCKY CREEK
Structure number:SA6400000000053
Location:SEC 9 T 2N R 1E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:660 [as of 2015]
Truck traffic:8% 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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:24.8 tons [22.5 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:60.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$230,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201660.5GoodGoodGoodGood-660
September 201460.5GoodGoodGoodGood-660
September 201262.0GoodGoodGoodGood-660
September 201062.0GoodGoodGoodGood-660
September 200962.0GoodGoodGoodGood-660
September 200762.0FairGoodGoodSatisfactory-660
November 200558.9FairGoodGoodSatisfactory-760
January 200462.0FairGoodGoodSatisfactory-700
November 200158.9FairGoodGoodSatisfactory-760
December 199958.9FairGoodGoodSatisfactory-760
February 199861.9FairGoodGoodSatisfactory-750
January 199661.9FairGoodGoodSatisfactory-750