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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:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

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:72.4 tons [65.8 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:94.8
Estimated cost of work:$1,449,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201494.8Not deficientSatisfactorySatisfactorySatisfactory2500
April 201294.8Not deficientSatisfactorySatisfactorySatisfactory2500
April 201094.8Not deficientSatisfactorySatisfactorySatisfactory2500
April 200894.8Not deficientSatisfactorySatisfactorySatisfactory2500
April 200695.8Not deficientGoodGoodGood2500
April 200495.8Not deficientGoodGoodGood2500
April 200295.8Not deficientGoodGoodGood2500
May 200095.8Not deficientGoodGoodGood2500
May 199895.8Not deficientGoodGoodGood2500
May 199695.8Not deficientGoodGoodGood2500
November 199495.4Not deficientGoodGoodGood2500
October 199295.4Not deficientGoodGoodGood2500
August 199095.4Not deficientGoodGoodGood2500