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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 Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,100 [as of 2015]
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:43.7 tons [39.7 metric tons]
Inventory rating:26.2 tons [23.8 metric tons]
Sufficiency rating:68.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,644,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201668.1FairFairGoodGoodFO19100
November 201468.1FairFairGoodGoodFO19100
November 201268.0FairFairGoodGoodFO19400
November 201054.5FairFairGoodGoodFO22100
November 200854.5FairFairGoodGoodFO22100
December 200655.2FairFairGoodGoodFO18000
December 200457.4GoodGoodGoodGoodFO12200
December 200272.5GoodGoodGoodGood-15900
January 200172.5GoodGoodGoodGood-15900
February 199971.7GoodGoodGoodGood-23825
February 199771.5GoodGoodGoodGood-23725
January 199572.1GoodGoodGoodGood-23700
March 199372.1GoodGoodGoodGood-23600
December 199079.4GoodGoodGoodGood-23500