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DANESE LANE over ALDRIDGE TRIB.

Map 

Coordinates:
+34.63333, -86.51667
34°37'60" N, 86°31'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DANESE LANE over ALDRIDGE TRIB.
Structure number:014287
Old structure number:0000027545M0020 (from 1992 edition)
Location:DANESE LN AT ALDRIDGE TRI
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:290 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:36.0 tons [32.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:89.7
Estimated cost of work:$663,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201489.7Not deficient---290
December 201289.7Not deficient---290
December 201089.7Not deficient---290
December 200889.7Not deficient---290
December 200689.7Not deficient---290
December 200489.7Not deficient---290
December 200290.7Not deficient---290
December 200090.7Not deficient---290
January 199990.7Not deficient---290
December 199690.5Not deficient---280
December 199490.5Not deficient---270
January 199389.5Not deficient---250
January 199183.6Not deficient---150