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SR1300 over MALLARD CREEK

Map

Coordinates:
+35.33379, -80.66809
35°20'02" N, 80°40'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR1300 over MALLARD CREEK
Structure number:000000000250186
Old structure number:000000000025186 (from 1992 edition)
Location:1.0 MI. N. JCT. NC49
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:67.9 ft. [20.7 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2015
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 continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Operating rating:68.9 tons [62.6 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:87.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201587.9GoodVery GoodExcellentExcellent-10000
July 201429.0PoorSatisfactoryFairSeriousSD10000
July 201226.1PoorSatisfactoryFairPoorSD13000
July 201027.1PoorSatisfactoryFairPoorSD12000
August 200826.1PoorSatisfactoryFairPoorSD13000
December 200655.1PoorVery GoodGoodPoorSD11000
June 200455.1PoorVery GoodFairPoorSD11000
August 200290.6FairVery GoodVery GoodSatisfactory-11000
December 199988.7FairSatisfactoryVery GoodSatisfactory-7400
October 199788.5FairSatisfactoryVery GoodSatisfactory-7900
October 199588.8FairSatisfactoryVery GoodSatisfactory-6700
October 199381.9FairSatisfactoryVery GoodSatisfactory-5600
October 199184.1FairGoodVery GoodSatisfactory-5000