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FAP 26 over TOWN CREEK

Map

Coordinates:
+35.93833, -85.49667
35°56'18" N, 85°29'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAP 26 over TOWN CREEK
Structure number:93SR0260003
Location:0.7 MI. W. OF SR-111 JCT.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:12.1 ft. [3.7 m]
Total length:42.0 ft. [12.8 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,580 [as of 2015]
Truck traffic:8% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:83.9

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
January 201683.9Good7 out of 10-6580
January 201483.9Good7 out of 10-5780
January 201283.9Good7 out of 10-6360
December 200983.9Good7 out of 10-6390
December 200783.9Good7 out of 10-7510
January 200683.9Good7 out of 10-6190
January 200483.9Good7 out of 10-6730
January 200283.9Good7 out of 10-6050
January 200083.9Good7 out of 10-6360
March 199883.9Good7 out of 10-6880
November 199583.9Good7 out of 10-5880
September 199383.9Good7 out of 10-5290
October 199183.9Good7 out of 10-5330