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I-240 EB over TARENT BRANCH

Map 

Coordinates:
+35.07639, -90.02694
35°04'35" N, 90°01'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-240 EB over TARENT BRANCH
Structure number:79I02400065
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:32.2 ft. [9.8 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:M 13.5 / H 15 [2]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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:98.9 tons [89.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:62.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$499,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201562.8Not deficient---106280
February 201363.1Not deficient---102120
March 201162.3Not deficient---98890
April 200962.5Not deficient---95930
July 200762.8Not deficient---92120
August 200574.9Not deficient---89690
August 200374.9Not deficient---90450
September 200174.7Not deficient---93540
February 200075.9Not deficient---72030
January 199862.8Not deficient---83210
September 199563.9Not deficient---84380
August 199364.1Not deficient---82080
November 199174.3Not deficient---93700