Share:

FAS 9 over PIEDMONT BRANCH

Map

Coordinates:
+36.02222, -83.53528
36°01'20" N, 83°32'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 9 over PIEDMONT BRANCH
Structure number:45SR0090003
Location:.3 M S OF PREDMONT RD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.6 ft. [7.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1967
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: October 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,180 [as of 2015]
Truck traffic:3% 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: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:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:74.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$121,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
October 201574.6Good7 out of 10-2180
October 201374.5Good7 out of 10-2560
October 201174.9Good7 out of 10-2410
October 200974.0Good7 out of 10-2380
October 200772.8Good7 out of 10-2430
December 200561.7Good7 out of 10-3270
December 200355.5Fair6 out of 10FO6030
October 200173.2Fair6 out of 10-2320
December 199977.0Fair6 out of 10-2190
November 199778.8Fair6 out of 10-1900
October 199578.5Fair6 out of 10-2000
November 199379.7Fair6 out of 10-1550
December 199180.1Fair6 out of 10-1380