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ELTON ST over DRY CREEK

Map 

Coordinates:
+34.75000, -86.63333
34°45'00" N, 86°37'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ELTON ST over DRY CREEK
Structure number:010325
Old structure number:0000002145M0030 (from 1992 edition)
Location:2600 ELTON ST
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:44.0 ft. [13.4 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:58.3 tons [53.0 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:96.7
Estimated cost of work:$1,188,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201496.7Not deficient---1500
July 201296.7Not deficient---1500
July 201096.7Not deficient---1500
July 200875.3Not deficient---1500
October 200675.3Not deficient---1500
October 200475.3Not deficient---1500
November 200275.2Not deficient---2675
December 200075.2Not deficient---2675
December 199875.4Not deficient---2675
November 199675.2Not deficient---2675
December 199475.3Not deficient---2650
February 199375.3Not deficient---2600
December 199082.3Not deficient---2500