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PEA RIDGE ROAD over RELIEF FOR SHOCKALOO CK

Map 

Coordinates:
+32.57238, -89.48744
32°34'21" N, 89°29'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PEA RIDGE ROAD over RELIEF FOR SHOCKALOO CK
Structure number:SA6200000000121
Location:SEC 4 T 8N R 8E B
Purpose:Carries highway over relief for waterway
Route classification:Local (Rural) [09]
Length of largest span:14.1 ft. [4.3 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:1950
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:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:31.6
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 201531.6Structurally deficientPoorFairPoor100
December 201431.6Structurally deficientPoorFairPoor100
December 201331.6Structurally deficientPoorFairPoor100
December 201231.6Structurally deficientPoorFairPoor100
December 201131.6Structurally deficientPoorFairPoor100
January 201131.6Structurally deficientPoorFairPoor100
December 200931.6Structurally deficientPoorFairPoor100
January 200931.6Structurally deficientPoorFairPoor100
January 200831.6Structurally deficientPoorFairPoor100
December 200631.6Structurally deficientPoorFairPoor100
October 200531.6Structurally deficientPoorFairPoor100
September 200431.6Structurally deficientPoorFairPoor100
December 200331.6Structurally deficientPoorFairPoor100
December 200135.6Structurally deficientPoorFairPoor100
December 200035.6Structurally deficientPoorFairPoor100
December 199935.6Structurally deficientPoorFairPoor100
December 199835.6Structurally deficientPoorFairFair100
November 199735.6Structurally deficientPoorFairFair100
December 199537.7Functionally obsoleteFairSatisfactoryFair100