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COUNTY RD 82 over BUCK CREEK

Map 

Coordinates:
+31.41824, -86.58213
31°25'06" N, 86°34'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY RD 82 over BUCK CREEK
Structure number:008049
Old structure number:0000008220039X0 (from 1992 edition)
Location:2 MI NE RED LEVEL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1963
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: February 2015 

Status:Posted for load [P]
Average daily traffic:670 [as of 1994]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:45.2 tons [41.1 metric tons]
Inventory rating:27.3 tons [24.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,184,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201573.6Functionally obsoleteGoodGoodGood670
February 201473.6Functionally obsoleteGoodGoodGood670
February 201373.6Functionally obsoleteGoodGoodGood670
February 201273.6Functionally obsoleteGoodGoodGood670
February 201173.6Functionally obsoleteGoodGoodGood670
February 201073.6Functionally obsoleteGoodGoodGood670
February 200873.6Functionally obsoleteGoodGoodGood670
February 200671.6Functionally obsoleteGoodGoodGood670
February 200471.2Functionally obsoleteGoodGoodGood670
February 200270.2Functionally obsoleteGoodGoodGood670
February 200071.2Functionally obsoleteVery GoodVery GoodVery Good670
February 199871.2Functionally obsoleteVery GoodVery GoodVery Good670
September 199670.9Functionally obsoleteVery GoodVery GoodVery Good670
September 199470.9Functionally obsoleteVery GoodVery GoodVery Good670
February 199370.9Functionally obsoleteVery GoodVery GoodVery Good670
February 199163.9Functionally obsoleteVery GoodVery GoodVery Good670