+35.44089, -78.94558
35°26'27" N, 78°56'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1265 over CAMELS CREEK
Structure number:000000000850026
Old structure number:000000000085026 (from 1992 edition)
Location:0.8 MI. W. OF SR1264
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.2 ft. [3.4 m]
Total length:46.9 ft. [14.3 m]
Skew angle:43°
Owner:State Highway Agency [01]
Year built:1991
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:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2013]
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 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:99.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2018Good7 out of 1040099.9
February 2016Good7 out of 10100098.4
February 2014Good7 out of 10100098.4
February 2012Good7 out of 1096099.4
February 2010Fair6 out of 10100099.4
May 2008Fair6 out of 10100099.4
April 2006Fair6 out of 10100099.4
February 2004Fair6 out of 1090099.5
March 2002Fair6 out of 1023099.9
December 1999Fair6 out of 1021099.9
December 1997Fair6 out of 1028099.8
December 1995Fair6 out of 1028099.8
December 1993Fair6 out of 1028099.8
December 1991Good7 out of 1025099.8