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FAP 27 over SHOAL CREEK

Map 

Coordinates:
+35.11167, -85.37000
35°06'42" N, 85°22'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 27 over SHOAL CREEK
Structure number:33SR0270003
Location:8 MI W OF SR29
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.1 ft. [3.7 m]
Total length:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1977
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:4,740 [as of 2014]
Truck traffic:4% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201481.3Not deficient---4740
November 201281.3Not deficient---4920
November 201084.3Not deficient---4580
January 200984.3Not deficient---4540
December 200684.3Not deficient---4560
January 200584.3Not deficient---4780
November 200284.3Not deficient---5090
December 200084.3Not deficient---5240
October 199884.3Not deficient---5330
October 199684.3Not deficient---4960
April 199584.3Not deficient---5010
February 199384.3Not deficient---4240
December 199084.3Not deficient---4540