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SR1717 MT. TIRZAH over DEEP CREEK

Map

Coordinates:
+36.35825, -78.89779
36°21'30" N, 78°53'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1717 MT. TIRZAH over DEEP CREEK
Structure number:000000001450009
Old structure number:000000000145009 (from 1992 edition)
Location:1.0MI.N. OF US158
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.0 ft. [13.4 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1999
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:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 2013]
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:88.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood140088.8
February 2016GoodGoodGoodGood150088.4
February 2014GoodGoodGoodGood150088.4
February 2012GoodGoodGoodVery Good150088.4
February 2010GoodGoodGoodVery Good160088.3
February 2008GoodGoodGoodVery Good160088.3
November 2005GoodGoodVery GoodVery Good160088.3
June 2003GoodGoodGoodExcellent120088.5
June 2001GoodVery GoodVery GoodExcellent120088.5
June 1999GoodVery GoodVery GoodVery Good110087.3
March 1997FairFairSatisfactorySatisfactory90030.4
January 1995FairFairSatisfactorySatisfactory90035.2
January 1993PoorPoorSatisfactorySatisfactory65033.6
January 1991PoorPoorSatisfactorySatisfactory30033.3