Share:

I-240 WB over CANE CREEK

Map 

Coordinates:
+35.09056, -90.02528
35°05'26" N, 90°01'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-240 WB over CANE CREEK
Structure number:79I02400056
Location:1.23 MI. N OF I-55 JCT.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:33.1 ft. [10.1 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:57.7 ft. [17.6 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:102,110 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:63.4 tons [57.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:90.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201590.2Not deficientSatisfactorySatisfactorySatisfactory102110
February 201390.3Not deficientSatisfactorySatisfactorySatisfactory98490
March 201190.2Not deficientSatisfactorySatisfactorySatisfactory101280
April 200990.2Not deficientSatisfactorySatisfactorySatisfactory100250
June 200790.1Not deficientSatisfactorySatisfactorySatisfactory104410
August 200590.3Not deficientSatisfactorySatisfactorySatisfactory98870
June 200390.2Not deficientSatisfactorySatisfactorySatisfactory100800
September 200190.0Not deficientSatisfactorySatisfactorySatisfactory104940
February 200091.1Not deficientSatisfactorySatisfactorySatisfactory82900
January 199885.8Not deficientSatisfactorySatisfactorySatisfactory92460
September 199587.8Not deficientSatisfactorySatisfactorySatisfactory90840
August 199388.0Not deficientSatisfactorySatisfactorySatisfactory88060
November 199088.3Not deficientSatisfactorySatisfactorySatisfactory84700