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FAU 2831 over DRAINAGE DITCH

Map

Coordinates:
+35.08661, -90.05367
35°05'12" N, 90°03'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2831 over DRAINAGE DITCH
Structure number:79L28310005
Location:MALLORY AVE - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,990 [as of 2017]
Truck traffic:12% 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:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:64.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$325,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Fair5 out of 10999064.8
April 2015Fair5 out of 10999064.8
April 2013Fair5 out of 10999064.8
May 2011Fair5 out of 10999064.8
June 2009Fair6 out of 10999076.2
October 2007Fair6 out of 10999076.2
October 2005Fair6 out of 10961076.3
October 2003Fair6 out of 10938076.3
November 2001Fair6 out of 101054076.1
March 2000Fair6 out of 101067076.1
June 1998Fair6 out of 101122076.0
November 1995Fair6 out of 101191075.8
October 1993Fair6 out of 101131075.8
December 1991Fair6 out of 101062075.9