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PELZER AVE over THREE MI BRANCH

Map

Coordinates:
+32.36667, -86.26667
32°22'00" N, 86°16'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PELZER AVE over THREE MI BRANCH
Structure number:013272
Old structure number:0000001251M0100 (from 1992 edition)
Location:3.4 MI E OF W CITY LMTS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:34.1 ft. [10.4 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 1992]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:72.3 tons [65.7 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:94.8
Estimated cost of work:$1,048,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201694.8FairSatisfactorySatisfactorySatisfactory-2500
April 201494.8FairSatisfactorySatisfactorySatisfactory-2500
April 201294.8FairSatisfactorySatisfactorySatisfactory-2500
April 201094.8FairSatisfactorySatisfactorySatisfactory-2500
April 200894.8FairSatisfactorySatisfactorySatisfactory-2500
April 200695.8GoodGoodGoodGood-2500
April 200495.8GoodGoodGoodGood-2500
April 200295.8GoodGoodGoodGood-2500
May 200095.8GoodGoodGoodGood-2500
May 199895.8GoodGoodGoodGood-2500
May 199695.8GoodGoodGoodGood-2500
November 199495.4GoodGoodGoodGood-2500
October 199295.4GoodGoodGoodGood-2500
August 199095.4GoodGoodGoodGood-2500