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TOWNSEND SE over FAGAN CREEK

Map 

Coordinates:
+34.72313, -86.57783
34°43'23" N, 86°34'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TOWNSEND SE over FAGAN CREEK
Structure number:011271
Old structure number:0000011245M0010 (from 1992 edition)
Location:TOWNSEND * FAGAN CREEK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
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:3,500 [as of 2014]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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: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:70.3 tons [63.9 metric tons]
Inventory rating:42.1 tons [38.3 metric tons]
Sufficiency rating:79.6
Estimated cost of work:$876,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201479.6Not deficient---3500
November 201292.1Not deficient---1500
November 201092.1Not deficient---1500
November 200869.5Not deficient---2160
December 200669.5Not deficient---2160
December 200469.5Not deficient---2160
December 200269.5Not deficient---2160
November 200069.5Not deficient---2160
November 199869.7Not deficient---2160
December 199669.5Not deficient---2150
December 199469.5Not deficient---2120
January 199369.5Not deficient---2100
December 199077.6Not deficient---2000