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SPARKMAN DR over PINHOOK CREEK

Map 

Coordinates:
+34.76221, -86.58997
34°45'44" N, 86°35'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SPARKMAN DR over PINHOOK CREEK
Structure number:009653
Old structure number:0000001745M0600 (from 1992 edition)
Location:SPARKMAN * MEMORIALPKY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:33.1 ft. [10.1 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:90.6 ft. [27.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1968
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:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:19,100 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.8 tons [39.8 metric tons]
Inventory rating:26.2 tons [23.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:68.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,623,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201468.1Functionally obsoleteFairGoodGood19100
November 201268.0Functionally obsoleteFairGoodGood19400
November 201054.5Functionally obsoleteFairGoodGood22100
November 200854.5Functionally obsoleteFairGoodGood22100
December 200655.2Functionally obsoleteFairGoodGood18000
December 200457.4Functionally obsoleteGoodGoodGood12200
December 200272.5Not deficientGoodGoodGood15900
January 200172.5Not deficientGoodGoodGood15900
February 199971.7Not deficientGoodGoodGood23825
February 199771.5Not deficientGoodGoodGood23725
January 199572.1Not deficientGoodGoodGood23700
March 199372.1Not deficientGoodGoodGood23600
December 199079.4Not deficientGoodGoodGood23500