+36.50188, -78.25216
36°30'07" N, 78°15'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1206 over SMITH CREEK
Structure number:000000001850025
Location:0.8 MI.S.SR1218
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2009
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: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodVery GoodVery GoodVery Good100100.0
August 2015GoodVery GoodVery GoodVery Good20099.9
August 2013GoodGoodGoodGood20099.9
September 2011GoodGoodGoodGood20099.9
September 2009GoodExcellentExcellentExcellent20099.9
April 2008PoorFairFairPoor20022.4
January 2006FairFairFairFair20035.1
October 2003FairFairFairFair20035.1
March 2002FairFairFairFair17035.1
April 2000FairFairFairFair17035.1
January 1998FairFairFairFair17035.1
November 1991PoorPoorFairFair7042.0