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I24 EXIT RP FR WBL over SMALL BRANCH

Map 

Coordinates:
+35.00500, -85.22833
35°00'18" N, 85°13'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I24 EXIT RP FR WBL over SMALL BRANCH
Structure number:33I00240071
Location:I-24 NEAR EAST RIDGE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.9 ft. [7.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1960
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:47,840 [as of 2015]
Truck traffic:15% 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 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: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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201492.8Not deficient---47840
October 201292.8Not deficient---47840
October 201092.8Not deficient---47840
October 200892.8Not deficient---47840
October 200692.8Not deficient---47840
November 200492.8Not deficient---47840
August 200292.8Not deficient---47840
September 200082.0Not deficient---91290
August 199882.0Not deficient---96090
August 199682.0Not deficient---96840
July 199482.0Not deficient---92300
January 199382.0Not deficient---73860
February 199082.0Not deficient---73860