SR1535 over CANAL


+35.62307, -77.29870
35°37'23" N, 77°17'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1535 over CANAL
Structure number:000000001470243
Old structure number:000000000147243 (from 1992 edition)
Location:0.4 MI. N. JCT. SR1534
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:17.1 ft. [5.2 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1973
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:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:570 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:78.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairSatisfactorySatisfactory57078.0
October 2015FairFairFairFair66067.9
October 2013FairSatisfactoryFairFair66068.9
October 2011FairSatisfactoryFairFair67067.0
October 2009FairSatisfactoryFairFair71066.8
November 2007FairSatisfactorySatisfactorySatisfactory25078.1
January 2006FairSatisfactorySatisfactorySatisfactory25076.4
September 2003FairSatisfactorySatisfactoryGood20076.4
March 2002FairGoodSatisfactoryGood27076.4
February 2000FairGoodSatisfactoryGood36076.3
November 1997FairGoodSatisfactoryGood36076.3
October 1995FairGoodSatisfactoryGood25076.4
October 1993FairGoodSatisfactoryGood25076.4
September 1991FairGoodFairGood25066.4