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STOKES ROAD over PERSIMMON CREEK

Map

Coordinates:
+32.57935, -90.23170
32°34'46" N, 90°13'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:STOKES ROAD over PERSIMMON CREEK
Structure number:SA4500000000057
Location:SEC 31 T 9N R 1E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1980
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:5
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:99.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$279,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201699.9GoodGoodVery GoodVery Good-100
November 201499.9GoodGoodVery GoodVery Good-100
December 201277.4GoodGoodVery GoodVery Good-100
December 201077.4GoodVery GoodVery GoodGood-100
January 201077.4GoodVery GoodVery GoodGood-100
February 200877.4GoodVery GoodVery GoodGood-100
January 200677.4GoodVery GoodVery GoodGood-100
January 200477.4GoodVery GoodVery GoodGood-100
January 200277.4GoodVery GoodVery GoodGood-100
February 200077.4GoodVery GoodVery GoodVery Good-100
March 199877.4GoodVery GoodVery GoodVery Good-100
January 199677.4GoodVery GoodVery GoodVery Good-100