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SR1227 over SHINGLE LANDING CREEK

Map

Coordinates:
+36.51865, -76.19189
36°31'07" N, 76°11'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1227 over SHINGLE LANDING CREEK
Structure number:000000000530036
Location:0.6 MI. W. OF JCT. SR1228
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:8.9 ft. [2.7 m]
Total length:21.0 ft. [6.4 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1995
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: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,000 [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 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]
Sufficiency rating:99.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2018Good7 out of 10200099.3
October 2016Good7 out of 10260099.8
October 2014Good7 out of 10260099.8
October 2012Good7 out of 10240099.8
October 2010Good7 out of 10210099.8
October 2008Good7 out of 10260099.8
October 2006Good7 out of 10250099.8
November 2004Good8 out of 10170099.8
October 2002Good8 out of 10110099.9
October 2000Good8 out of 10110099.9
October 1998Good8 out of 10110099.9