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BRAHAN ST over BROGLAN BRANCH

Map 

Coordinates:
+34.72235, -86.59958
34°43'20" N, 86°35'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BRAHAN ST over BROGLAN BRANCH
Structure number:010786
Old structure number:0000009745M0010 (from 1992 edition)
Location:2208 BRAHAN ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Skew angle:30°
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:5
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]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:67.1 tons [61.0 metric tons]
Inventory rating:40.3 tons [36.6 metric tons]
Sufficiency rating:92.1
Estimated cost of work:$1,774,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201492.1Not deficient---1500
July 201270.6Not deficient---1500
July 201070.6Not deficient---1500
July 200857.9Not deficient---3850
October 200657.9Not deficient---3850
October 200457.9Not deficient---3850
November 200257.9Not deficient---3850
December 200057.9Not deficient---3850
January 199958.1Not deficient---3850
January 199757.9Not deficient---3800
January 199558.0Not deficient---3790
February 199358.0Not deficient---3690
December 199065.1Not deficient---3590