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ELMSTONE DR. over UT TO MCALPINE CREEK

Map

Coordinates:
+35.06072, -80.82513
35°03'39" N, 80°49'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ELMSTONE DR. over UT TO MCALPINE CREEK
Structure number:000000001190646
Location:300 FT.W.JCT.STONEPATH LN
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:21.0 ft. [6.4 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 1993]
Truck traffic:7% 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 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]
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]
Sufficiency rating:94.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2016Good7 out of 1010094.3
May 2014Good7 out of 1010094.3
May 2012Good7 out of 1010094.3
May 2010Good7 out of 1010094.1
July 2008Good7 out of 1010094.1
March 2006Good8 out of 1010094.1
April 2004Good8 out of 1010094.1
July 2002Good8 out of 1010094.1
July 2000Good8 out of 1010094.1
March 1998Good8 out of 1010094.1