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BROOKMANOR over BROGLAN BRANCH

Map 

Coordinates:
+34.73269, -86.61132
34°43'58" N, 86°36'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BROOKMANOR over BROGLAN BRANCH
Structure number:012416
Old structure number:0000012445M0030 (from 1992 edition)
Location:BROOKMANOR * BROGLAN
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
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:4
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:48.3 tons [43.9 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:87.2
Estimated cost of work:$899,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201487.2Not deficient---1500
November 201287.2Not deficient---1500
November 201070.6Not deficient---1500
November 200870.6Not deficient---1500
November 200658.0Not deficient---3000
November 200458.0Not deficient---3000
November 200258.0Not deficient---3000
January 200158.0Not deficient---3000
November 199858.2Not deficient---2968
December 199658.0Not deficient---2965
December 199458.1Not deficient---2940
March 199358.1Not deficient---2900
December 199065.2Not deficient---2800