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WINCHESTER RD over PINHOOK CREEK

Map 

Coordinates:
+34.79286, -86.58909
34°47'34" 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:013699
Old structure number:0000020845M0150 (from 1992 edition)
Location:2166 WINCHESTER RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:11,500 [as of 2013]
Truck traffic:1% of total traffic
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:43.9 tons [39.9 metric tons]
Inventory rating:26.3 tons [23.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,301,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201467.3Functionally obsolete---11500
September 201267.3Functionally obsolete---11500
September 201041.5Structurally deficient---11200
September 200841.4Structurally deficient---11800
October 200642.1Structurally deficient---9200
October 200442.1Structurally deficient---9200
November 200241.1Structurally deficient---12925
January 200158.4Functionally obsolete---12925
November 199858.4Structurally deficient---12910
November 199658.2Structurally deficient---12900
December 199458.6Structurally deficient---12800
January 199358.7Not deficient---12700
February 199166.0Not deficient---12600