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SR1500 over UT TO TOWN BRANCH

Map 

Coordinates:
+36.14171, -80.65831
36°08'30" N, 80°39'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1500 over UT TO TOWN BRANCH
Structure number:000000001970237
Location:0.1 MILE N.JCT.US601
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:6.9 ft. [2.1 m]
Total length:27.9 ft. [8.5 m]
Skew angle:55°
Owner:State Highway Agency [01]
Year built:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:410 [as of 2012]
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:100.0

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 2015100.0Good7 out of 10-410
May 2013100.0Good7 out of 10-400