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FAU 2869 over TEN MILE CREEK

Map 

Coordinates:
+35.03694, -89.92083
35°02'13" N, 89°55'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2869 over TEN MILE CREEK
Structure number:79028690001
Location:RAINES RD - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.1 ft. [3.7 m]
Total length:30.8 ft. [9.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1969
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:14,990 [as of 2016]
Truck traffic:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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: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:82.0 tons [74.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:56.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$596,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201556.0Not deficient---14990
April 201356.0Not deficient---14990
May 201156.0Not deficient---14990
June 200968.4Not deficient---14990
October 200768.4Not deficient---14990
September 200567.6Not deficient---15770
October 200367.6Not deficient---15840
November 200167.0Not deficient---17150
March 200067.0Not deficient---17260
June 199867.0Not deficient---17870
November 199567.9Not deficient---15430
October 199369.4Not deficient---13870
December 199169.6Not deficient---13630