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WINCHESTER RD over PINHOOK CREEK

Map 

Coordinates:
+34.79295, -86.58907
34°47'35" N, 86°35'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WINCHESTER RD over PINHOOK CREEK
Structure number:012057
Old structure number:0000020845M0060 (from 1992 edition)
Location:2804 WINCHESTER RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:11.2 ft. [3.4 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1978
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:14,000 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
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:62.6 tons [56.9 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,099,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201476.3Functionally obsolete---14000
August 201276.4Functionally obsolete---13100
August 201076.7Functionally obsolete---11200
August 200854.2Functionally obsolete---13300
October 200654.2Functionally obsolete---13300
October 200454.9Functionally obsolete---9200
November 200254.8Functionally obsolete---9500
January 200156.3Not deficient---12925
November 199856.5Not deficient---12920
November 199656.3Not deficient---12900
December 199457.8Not deficient---12800
January 199357.8Not deficient---12700
February 199165.1Not deficient---12600