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FAU 2831 over DRAINAGE DITCH

Map 

Coordinates:
+35.08639, -90.05361
35°05'11" N, 90°03'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:9,990 [as of 2016]
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]
Operating rating:60.6 tons [55.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201564.8Functionally obsolete---9990
April 201364.8Functionally obsolete---9990
May 201164.8Functionally obsolete---9990
June 200976.2Functionally obsolete---9990
October 200776.2Functionally obsolete---9990
October 200576.3Functionally obsolete---9610
October 200376.3Functionally obsolete---9380
November 200176.1Functionally obsolete---10540
March 200076.1Functionally obsolete---10670
June 199876.0Functionally obsolete---11220
November 199575.8Functionally obsolete---11910
October 199375.8Functionally obsolete---11310
December 199175.9Functionally obsolete---10620