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PERCY WILLIS ROAD over CANAL

Map

Coordinates:
+33.12121, -90.91512
33°07'16" N, 90°54'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PERCY WILLIS ROAD over CANAL
Structure number:SA7600000000071
Location:SEC 28 T15N R 7W B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:31.8 ft. [9.7 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:4
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: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:40 [as of 2016]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:100.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$314,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 2016100.0FairSatisfactorySatisfactoryGood-40
January 2015100.0FairSatisfactorySatisfactoryGood-40
January 201379.5FairSatisfactorySatisfactoryGood-40
January 201179.5FairSatisfactorySatisfactoryGood-40
January 201077.5FairSatisfactoryGoodGood-40
February 200977.5FairSatisfactoryGoodGood-40
February 200831.8PoorFairSeriousCriticalSD40
January 200731.8PoorFairSeriousCriticalSD40
February 200631.8PoorFairSeriousCriticalSD40
February 200531.8PoorFairSeriousCriticalSD40
January 200431.8PoorFairSeriousCriticalSD40
March 200231.8PoorFairSeriousCriticalSD40
March 200131.8PoorFairSeriousCriticalSD40
February 200031.8PoorFairSeriousCriticalSD40
February 199831.8PoorFairSeriousImminent FailureSD40
February 199731.8PoorFairPoorSeriousSD40
February 199631.8PoorFairFairPoorSD40