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SR 293 over SHANTY BRANCH

Map

Coordinates:
+34.23849, -84.92750
34°14'19" N, 84°55'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 293 over SHANTY BRANCH
Structure number:000000001500670
Location:1.1 MI E OF KINGSTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1928
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: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,530 [as of 2011]
Truck traffic:1% 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:43.6 tons [39.6 metric tons]
Inventory rating:25.7 tons [23.4 metric tons]
Sufficiency rating:77.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$152,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201677.4Good7 out of 10-2530
July 201478.7Good7 out of 10-2530
June 201278.7Good7 out of 10-2530
June 201078.6Good7 out of 10-2630
August 200878.6Good7 out of 10-2630
September 200678.7Good7 out of 10-2540
August 200470.9Good7 out of 10-2750
August 200270.7Good7 out of 10-3100
August 200070.8Good7 out of 10-2940
November 199870.8Good7 out of 10-2940
August 199670.8Good7 out of 10-2940
August 199470.6Good7 out of 10-2940
July 199270.6Good7 out of 10-2940
December 199070.6Good7 out of 10-2940

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Culvert
Reinforced Concrete Culvertlinear ft.9090000