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SR1200 over BUCKHORN CREEK

Map

Coordinates:
+36.43998, -76.89800
36°26'24" N, 76°53'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1200 over BUCKHORN CREEK
Structure number:000000000730040
Location:.06 MI.W.JCT.US13
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:8.9 ft. [2.7 m]
Total length:22.0 ft. [6.7 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:2000
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:Aluminum, Wrought Iron or Cast Iron [9]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:210 [as of 2011]
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:Better than present minimum criteria [7]
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
January 2018Good7 out of 1021099.9
January 2016Good7 out of 1021099.9
January 2014Good7 out of 1021099.9
January 2012Good7 out of 1031099.8
January 2010Fair6 out of 1031099.8
January 2008Fair6 out of 1034099.8
November 2005Good7 out of 1031099.8
September 2003Good8 out of 1050100.0
March 2002Good8 out of 1031099.8
March 2000Good8 out of 1031099.8
February 2000FairN out of 1013042.9
March 1990FairN out of 1020047.5