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FAS 9 over TUCKAHOE CREEK

Map

Coordinates:
+36.02528, -83.57528
36°01'31" N, 83°34'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 9 over TUCKAHOE CREEK
Structure number:45SR0090001
Location:.3 M S OF WILLARDTOWN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:11.5 ft. [3.5 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:30°
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:4
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:Fair
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:Basically intolerable requiring high priority of corrrective action [3]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
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:68.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$217,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
October 201568.5Fair6 out of 10FO2180
October 201367.3Fair6 out of 10FO2560
October 201167.7Fair6 out of 10FO2410
November 200967.8Fair6 out of 10FO2380
October 200767.7Fair6 out of 10FO2430
December 200559.1Fair6 out of 10FO3270
December 200355.5Fair6 out of 10FO6030
October 200168.0Fair6 out of 10FO2320
December 199971.4Fair6 out of 10-2190
November 199774.3Fair6 out of 10-1900
October 199571.7Fair6 out of 10-2000
November 199373.1Fair6 out of 10-1550
December 199180.0Fair6 out of 10-1380