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GALLATIN over FAGAN CREEK

Map 

Coordinates:
+34.72389, -86.58314
34°43'26" N, 86°34'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GALLATIN over FAGAN CREEK
Structure number:011280
Old structure number:0000015745M0030 (from 1992 edition)
Location:GALLATIN * LOWE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.1 ft. [3.7 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:52.5 ft. [16.0 m]
Deck width edge-to-edge:65.6 ft. [20.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1974
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]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:7,000 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:97.9 tons [89.0 metric tons]
Inventory rating:75.6 tons [68.7 metric tons]
Sufficiency rating:82.2
Estimated cost of work:$3,334,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201482.2Not deficient---7000
November 201279.1Not deficient---8000
November 201079.0Not deficient---8779
November 200857.0Not deficient---8779
December 200657.0Not deficient---8779
December 200457.0Not deficient---8779
December 200257.0Not deficient---8779
November 200057.0Not deficient---8779
November 199857.2Not deficient---8775
December 199657.0Not deficient---8750
December 199457.3Not deficient---8700
February 199357.3Not deficient---8600
December 199064.6Not deficient---8500