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EASTERN BYPASS over PEAVEY CREEK

Map

Coordinates:
+34.68201, -86.44820
34°40'55" N, 86°26'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:EASTERN BYPASS over PEAVEY CREEK
Structure number:018152
Location:3 MILES EAST OF U.S. 431
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:7.9 ft. [2.4 m]
Total length:46.6 ft. [14.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:88.9 ft. [27.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1999
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:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,400 [as of 2015]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.0 tons [54.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:79.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,183,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201679.1Fair6 out of 10FO10400
November 201476.4Fair6 out of 10FO8700
November 201276.4Fair6 out of 10FO8700
November 201076.2Fair6 out of 10FO9700
November 200875.5Fair6 out of 10FO5600
November 200675.5Fair6 out of 10-5600
November 200475.5Fair6 out of 10-5600
November 200275.8Good7 out of 10-4300
February 200176.0Good7 out of 10-3000