+36.51466, -79.38250
36°30'53" N, 79°22'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1500 over HOGAN S CREEK
Structure number:000000000330110
Old structure number:000000000033110 (from 1992 edition)
Location:0.85 MI. S. JCT. NC86
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:58.1 ft. [17.7 m]
Total length:458.0 ft. [139.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:2001
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:8
Main spans material:Prestressed concrete continuous [6]
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,100 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:95.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood110095.1
November 2015GoodGoodGoodGood120095.1
November 2013GoodGoodGoodGood120095.1
November 2011GoodGoodGoodGood130095.1
November 2009GoodVery GoodVery GoodVery Good110095.1
November 2007GoodVery GoodExcellentVery Good110095.1
November 2005GoodVery GoodExcellentExcellent110095.1
January 2003GoodVery GoodVery GoodVery Good120095.1
November 2001GoodExcellentExcellentExcellent110095.1
February 2001PoorPoorCriticalPoor110010.4
February 1999PoorPoorCriticalPoor110013.6
February 1997PoorPoorCriticalPoor110013.6
January 1997PoorPoorCriticalPoor110013.6
February 1995PoorPoorSeriousPoor100013.8
February 1993PoorPoorSeriousPoor140012.1
April 1991PoorPoorSeriousPoor140012.1