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FAP 33 over WHITES CREEK

Map 

Coordinates:
+36.01833, -83.92194
36°01'06" N, 83°55'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 33 over WHITES CREEK
Structure number:47SR0330027
Location:JCT OF I640 & SR033
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:10.2 ft. [3.1 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:116.1 ft. [35.4 m]
Deck width edge-to-edge:125.0 ft. [38.1 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:21,800 [as of 2015]
Truck traffic:14% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
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:42.6 tons [38.7 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:61.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,055,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201661.9Not deficient---21800
January 201472.0Not deficient---21440
January 201272.0Not deficient---20100
February 201072.0Not deficient---25070
February 200874.0Not deficient---25500
November 200174.0Not deficient---28520
November 199974.0Not deficient---26430
February 199885.0Not deficient---25560
October 199585.0Not deficient---24060
October 199385.0Not deficient---25110
December 199185.0Not deficient---26260
January 199070.0Not deficient---26260