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NFA A626 over POPLAR SPRING BRANCH

Map

Coordinates:
+34.99389, -85.73000
34°59'38" N, 85°43'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A626 over POPLAR SPRING BRANCH
Structure number:580A6260001
Location:.5 M WEST OF SR 27
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.9 ft. [7.9 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1990
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:180 [as of 2017]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:71.3 tons [64.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:90.3

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201690.3Good7 out of 10-180
December 201490.3Good7 out of 10-180
December 201290.3Good8 out of 10-180
December 201090.3Good8 out of 10-180
November 200890.3Good8 out of 10-180
December 200693.3Good8 out of 10-180
December 200493.3Good8 out of 10-180
December 200293.3Good8 out of 10-180
November 200093.3Good8 out of 10-180
October 199893.3Good8 out of 10-180
December 199694.1Good8 out of 10-100
September 199494.3Good8 out of 10-100
August 199294.3Good8 out of 10-100
July 199094.3Good8 out of 10-100