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SEMINOLE DR over BROGLAN BRANCH

Map 

Coordinates:
+34.72190, -86.59795
34°43'19" N, 86°35'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SEMINOLE DR over BROGLAN BRANCH
Structure number:010790
Old structure number:0000010345M0010 (from 1992 edition)
Location:212 SEMINOLE DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:18.0 ft. [5.5 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:106.0 ft. [32.3 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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:3,360 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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 in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:57.2 tons [52.0 metric tons]
Inventory rating:34.3 tons [31.2 metric tons]
Sufficiency rating:96.3
Estimated cost of work:$3,878,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201496.3Not deficient---3360
August 201275.1Not deficient---3360
August 201075.1Not deficient---3360
August 200875.1Not deficient---3360
October 200675.1Not deficient---3360
October 200475.1Not deficient---3360
November 200275.1Not deficient---3360
December 200075.1Not deficient---3360
January 199975.3Not deficient---3360
January 199775.1Not deficient---3350
January 199575.2Not deficient---3325
February 199373.2Not deficient---3300
December 199082.3Not deficient---3200