Share:

SR1243 over UT TO CANOE CREEK

Map 

Coordinates:
+35.78586, -81.83069
35°47'09" N, 81°49'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1243 over UT TO CANOE CREEK
Structure number:000000000230115
Location:.55 MI.N.JCT.SR1244
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:6.9 ft. [2.1 m]
Total length:24.0 ft. [7.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:180 [as of 2000]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
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:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201599.9Not deficient---180
August 201399.9Not deficient---180
August 201199.9Not deficient---180
August 200999.9Not deficient---180
August 200799.9Not deficient---180
November 200599.9Not deficient---180
August 200347.1Not applicablePoorSatisfactorySatisfactory180
December 200154.7Not applicableGoodSatisfactorySatisfactory100
December 199954.7Not applicableGoodSatisfactorySatisfactory100