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PEARIDGE ROAD over RELIEF FOR SHOCKALOO CK

Map 

Coordinates:
+32.57276, -89.48320
32°34'22" N, 89°28'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PEARIDGE ROAD over RELIEF FOR SHOCKALOO CK
Structure number:SA6200000000120
Location:SEC 4 T 8N R 8E B
Purpose:Carries highway over relief for waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Gravel [8]

Latest Available Inspection: December 2015 

Status:Open, temporary structure in place to carry legal loads [E]
Average daily traffic:100 [as of 2013]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Evaluation:Structurally deficient [1]
Sufficiency rating:34.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$250,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201534.6Structurally deficientFairFairFair100
December 201434.6Structurally deficientFairFairFair100
December 201334.6Structurally deficientFairFairFair100
December 201234.6Structurally deficientFairFairFair100
December 201134.6Structurally deficientFairFairFair100
January 201134.6Structurally deficientFairFairFair100
December 200934.6Structurally deficientFairFairFair100
January 200934.6Structurally deficientFairFairFair100
January 200834.6Structurally deficientFairFairFair100
December 200634.6Structurally deficientFairFairFair100
October 200534.6Structurally deficientFairFairFair100
September 200434.6Structurally deficientFairFairFair100
December 200334.6Structurally deficientFairFairFair100
December 200134.6Structurally deficientFairFairFair100
December 200042.8Structurally deficientSatisfactorySatisfactorySatisfactory100
December 199942.8Structurally deficientSatisfactorySatisfactorySatisfactory100
December 199842.8Structurally deficientSatisfactorySatisfactorySatisfactory100
November 199742.8Structurally deficientSatisfactorySatisfactorySatisfactory100
December 199542.8Structurally deficientGoodSatisfactorySatisfactory100