+35.71763, -79.33487
35°43'03" N, 79°20'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR1506 over LANDRUM CREEK
Structure number:000000000370137
Location:0.3 MI. N. JCT. SR2167
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:8.9 ft. [2.7 m]
Total length:23.0 ft. [7.0 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1988
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: January 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:190 [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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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. RatingConditionCulvert ConditionSD/FOADT
January 201799.9Good7 out of 10-190
January 201599.9Good7 out of 10-210
January 201399.9Good7 out of 10-210
January 201199.9Good7 out of 10-210
February 200999.9Good7 out of 10-280
January 200799.9Good7 out of 10-240
January 200599.9Good7 out of 10-240
January 200399.9Good7 out of 10-240
April 2001100.0Good7 out of 10-175
April 199999.9Good7 out of 10-240
April 1991100.0Good8 out of 10-90