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SR1320 over CYPRESS CREEK

Map

Coordinates:
+36.51631, -77.45418
36°30'59" N, 77°27'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1320 over CYPRESS CREEK
Structure number:000000001310003
Old structure number:000000000131003 (from 1992 edition)
Location:0.5 MI. E. OF JCT. SR1319
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1989
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: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:160 [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: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:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2017Good7 out of 10160100.0
January 2015Good7 out of 10160100.0
January 2013Good7 out of 10160100.0
January 2011Good7 out of 10130100.0
January 2009Good7 out of 10130100.0
January 2007Good7 out of 10210100.0
January 2005Good7 out of 10210100.0
December 2002Good7 out of 10210100.0
January 2001Good7 out of 10200100.0
February 1999Good7 out of 10190100.0
April 1997Good7 out of 1022099.9
March 1995Good7 out of 10160100.0
February 1993Good7 out of 1070100.0
February 1991Good7 out of 1070100.0