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FAU 5024 over TOWLES CREEK

Map

Coordinates:
+35.02778, -89.82194
35°01'40" N, 89°49'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5024 over TOWLES CREEK
Structure number:790B2620001
Location:GERMANTOWN RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:32.2 ft. [9.8 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Skew angle:28°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,720 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:32.7 tons [29.7 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:73.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,243,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201573.5FairGoodGoodSatisfactory-7720
April 201373.5GoodGoodGoodGood-7720
May 201173.5GoodGoodGoodGood-7720
June 200973.5GoodGoodGoodGood-7720
November 200789.0GoodGoodGoodGood-7720
October 200588.7GoodGoodGoodGood-8330
October 200388.8GoodGoodGoodGood-8200
November 200189.1GoodGoodVery GoodGood-7560
March 200091.3GoodGoodVery GoodGood-7410
June 199894.4GoodGoodGoodGood-5090
May 199892.5GoodGoodVery GoodGood-9020
December 199594.4GoodGoodGoodGood-5090
September 199372.5FairSatisfactorySatisfactorySatisfactory-3900
December 199186.8FairSatisfactorySatisfactorySatisfactory-200