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SR1405 over POLECAT CREEK

Greene County, North Carolina

Map

Coordinates:
+35.44685, -77.53703
35°26'49" N, 77°32'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1405 over POLECAT CREEK
Structure number:000000000790057
Old structure number:000000000079057 (from 1992 edition)
Location:0.3 MI.W. OF JCT.SR1407
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.1 ft. [5.2 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Owner:State Highway Agency [01]
Year built:1967
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: January 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:270 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:69.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorPoorFairSatisfactory27069.2
January 2016FairFairFairSatisfactory31071.0
January 2014FairFairFairSatisfactory31071.0
January 2012FairFairFairFair23074.0
January 2010FairSatisfactoryFairSatisfactory28067.1
May 2008FairFairSatisfactoryFair34066.0
March 2006FairFairSatisfactoryFair34052.4
December 2003FairFairSatisfactoryFair37056.2
July 2002FairFairSatisfactoryFair27058.9
September 2000FairFairSatisfactoryFair27058.9
August 1998FairFairSatisfactoryFair28058.8
September 1996FairFairSatisfactoryFair31065.2
April 1994PoorFairSeriousPoor29038.1
March 1992PoorFairPoorFair50045.1
February 1990PoorFairPoorPoor65044.2