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TEL FAIR over FAGAN CREEK

Map 

Coordinates:
+34.73128, -86.55895
34°43'53" N, 86°33'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TEL FAIR over FAGAN CREEK
Structure number:011000
Old structure number:0000012645M0010 (from 1992 edition)
Location:TEL FAIR * FAGAN
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1973
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:3
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:500 [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:65.9 tons [59.9 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Sufficiency rating:97.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$664,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201497.0Not deficient---500
August 201297.0Not deficient---500
August 201097.0Not deficient---500
August 200876.5Not deficient---500
October 200676.5Not deficient---500
October 200476.5Not deficient---500
November 200271.9Not deficient---1330
December 200071.8Not deficient---1330
November 199872.0Not deficient---1330
December 199671.9Not deficient---1320
December 199472.1Not deficient---1305
January 199372.1Not deficient---1300
December 199079.2Not deficient---1200