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PULASKI PIKE over DRY CREEK

Map 

Coordinates:
+34.81667, -86.63333
34°49'00" N, 86°37'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PULASKI PIKE over DRY CREEK
Structure number:018757
Location:500 FT NORTH OF BOB WADE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:86.9 ft. [26.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:13,900 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:80.2 tons [72.9 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:70.0
Estimated cost of work:$1,432,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201670.0Not deficient---13900
February 201473.4Not deficient---10200
February 201272.6Not deficient---11100
February 201046.5Not deficient---11100
February 200850.8Not deficient---7800
June 200647.8Not deficient---7800
June 200448.4Not deficient---7400
June 200251.0Not deficient---5500