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SR1133 over SHOCCO CREEK

Map

Coordinates:
+36.29902, -78.23749
36°17'56" N, 78°14'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1133 over SHOCCO CREEK
Structure number:000000001850007
Location:1.3 MI.W.US401
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:58.1 ft. [17.7 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1987
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodGoodGoodGood60088.7
August 2015GoodGoodGoodGood43088.7
September 2013GoodGoodGoodGood43088.7
October 2011GoodGoodGoodGood67088.5
October 2009GoodGoodVery GoodVery Good64088.6
February 2008GoodGoodVery GoodVery Good71088.5
November 2005GoodGoodVery GoodVery Good71088.5
September 2003GoodGoodVery GoodVery Good59088.6
December 2001GoodGoodVery GoodVery Good54088.6
August 1999GoodGoodVery GoodVery Good44088.7
April 1991GoodGoodVery GoodVery Good40088.7