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I40-LL over WHITE STATION CREEK

Map 

Coordinates:
+35.15333, -89.88611
35°09'12" N, 89°53'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I40-LL over WHITE STATION CREEK
Structure number:79I00400098
Location:0.2 MI W OF I240 JCT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:15.1 ft. [4.6 m]
Total length:51.8 ft. [15.8 m]
Skew angle:23°
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:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:93,890 [as of 2014]
Truck traffic:9% 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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:62.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$772,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201562.7Not deficient---93890
February 201362.5Not deficient---96990
March 201163.5Not deficient---96180
April 200963.2Not deficient---100500
June 200765.1Not deficient---102260
August 200565.1Not deficient---101950
August 200377.4Not deficient---98310
September 200177.2Not deficient---101130
January 200067.0Not deficient---93800
December 199770.0Not deficient---109700
August 199559.0Not deficient---107550
August 199359.0Not deficient---98500
November 199159.0Not deficient---95650