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FAU 38 over BLACK CREEK

Map 

Coordinates:
+35.01167, -85.38833
35°00'42" N, 85°23'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 38 over BLACK CREEK
Structure number:33SR0380003
Location:0.74 MI. S OF SR-2 JCT.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1933
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:4,280 [as of 2014]
Truck traffic:10% 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: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:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:52.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$539,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201452.5Not deficient---4280
November 201249.5Not deficient---3860
November 201049.5Not deficient---3780
November 200849.5Not deficient---3900
December 200649.5Not deficient---4500
January 200549.5Not deficient---4370
October 200249.5Not deficient---4180
October 200049.5Not deficient---4060
October 199849.5Not deficient---3560
January 199748.5Not deficient---3280
April 199549.0Not deficient---2820
April 199348.5Not deficient---3420
January 199153.4Not deficient---3720