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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: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:92,730 [as of 2015]
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. RatingConditionCulvert ConditionSD/FOADT
December 201662.7Fair5 out of 10-92730
January 201562.7Fair5 out of 10-93890
February 201362.5Fair5 out of 10-96990
March 201163.5Fair5 out of 10-96180
April 200963.2Fair5 out of 10-100500
June 200765.1Fair5 out of 10-102260
August 200565.1Fair5 out of 10-101950
August 200377.4Fair6 out of 10-98310
September 200177.2Fair6 out of 10-101130
January 200067.0Fair6 out of 10-93800
December 199770.0Fair6 out of 10-109700
August 199559.0Fair5 out of 10-107550
August 199359.0Fair5 out of 10-98500
November 199159.0Fair5 out of 10-95650