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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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,500 [as of 2015]
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:43.8 tons [39.8 metric tons]
Inventory rating:26.3 tons [23.9 metric tons]
Sufficiency rating:70.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$947,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
September 201670.3Good7 out of 10FO11500
September 201467.3Good7 out of 10FO11500
September 201267.3Good7 out of 10FO11500
September 201041.5Good7 out of 10SD11200
September 200841.4Good7 out of 10SD11800
October 200642.1Good7 out of 10SD9200
October 200442.1Good7 out of 10SD9200
November 200241.1Good7 out of 10SD12925
January 200158.4Good7 out of 10FO12925
November 199858.4Good7 out of 10SD12910
November 199658.2Good7 out of 10SD12900
December 199458.6Good7 out of 10SD12800
January 199358.7Good7 out of 10-12700
February 199166.0Fair6 out of 10-12600