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ACCESS DRIVE over BROGLAN BRANCH

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:ACCESS DRIVE over BROGLAN BRANCH
Structure number:010799
Old structure number:0000015245M0010 (from 1992 edition)
Location:SW COR SPARKMAN DR*JOR LN
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:50 [as of 2013]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:65.5 tons [59.5 metric tons]
Inventory rating:39.3 tons [35.7 metric tons]
Sufficiency rating:97.0
Estimated cost of work:$656,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201497.0Not deficient---50
September 201297.0Not deficient---50
September 201097.0Not deficient---50
September 200876.5Not deficient---50
November 200676.5Not deficient---210
November 200476.5Not deficient---210
November 200276.5Not deficient---210
December 200076.5Not deficient---170
November 199876.7Not deficient---160
November 199676.5Not deficient---160
December 199476.5Not deficient---152
February 199376.5Not deficient---150
December 199082.6Not deficient---50