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I-240 WB over TARENT BRANCH

Map 

Coordinates:
+35.07722, -90.02556
35°04'38" N, 90°01'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-240 WB over TARENT BRANCH
Structure number:79I02400066
Location:0.29 MI. N OF I-55 JCT.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:12.1 ft. [3.7 m]
Total length:55.1 ft. [16.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1960
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: February 2015 

Status:Open, no restriction [A]
Average daily traffic:106,280 [as of 2014]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.9 tons [89.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:77.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$811,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201577.0Not deficient---106280
February 201375.2Not deficient---102120
March 201174.4Not deficient---98890
April 200974.5Not deficient---95930
July 200774.8Not deficient---92120
August 200574.9Not deficient---89690
August 200374.9Not deficient---90450
September 200174.7Not deficient---93540
February 200075.9Not deficient---72030
January 199873.5Not deficient---83210
September 199575.3Not deficient---84380
August 199375.5Not deficient---82080
November 199174.5Not deficient---93700