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SR1509 over BLUEWING CREEK

Map

Coordinates:
+36.54009, -78.81845
36°32'24" N, 78°49'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1509 over BLUEWING CREEK
Structure number:000000001450191
Old structure number:000000000145191 (from 1992 edition)
Location:0.7MI N. OF JCT NC49
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:2003
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:410 [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 minimum criteria [6]
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]
Operating rating:81.8 tons [74.4 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:80.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201680.5GoodGoodGoodGood-410
April 201482.6GoodGoodGoodVery Good-290
April 201282.6GoodGoodGoodVery Good-280
April 201078.9GoodGoodVery GoodVery Good-480
April 200876.5GoodVery GoodVery GoodVery Good-480
March 200681.2GoodVery GoodVery GoodVery Good-360
June 200494.6GoodVery GoodVery GoodVery Good-40
June 200394.6GoodExcellentExcellentExcellent-40
November 200133.1FairFairFairFairSD40
October 199931.4FairFairFairFairSD80
July 199731.4FairFairFairFairSD80
July 199533.1FairFairFairFairSD50
June 199318.1FairFairFairFairSD110
June 199118.1FairFairFairFairSD110