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I-240 EXIT RAMP over DITCH

Map 

Coordinates:
+35.07861, -89.95583
35°04'43" N, 89°57'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-240 EXIT RAMP over DITCH
Structure number:79I02400087
Location:AT SR-4 JCT.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1968
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:14,610 [as of 2015]
Truck traffic:10% 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:53.5 tons [48.6 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:92.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201592.4Not deficient---14610
February 201394.3Not deficient---14610
March 201194.3Not deficient---14610
May 200994.3Not deficient---14610
July 200794.3Not deficient---14610
August 200597.3Not deficient---14610
August 200397.3Not deficient---14610
September 200190.4Not deficient---161500
February 200093.4Not deficient---140250
January 199882.0Not deficient---121400
September 199582.0Not deficient---136250
August 199382.0Not deficient---121770
November 199182.0Not deficient---96370