+35.19074, -80.91352
35°11'27" N, 80°54'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR5901 NBL over SUGAR CREEK
Structure number:000000001190141
Old structure number:000000000119141 (from 1992 edition)
Location:0.35 MI. S. JCT. SR1256
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:48.9 ft. [14.9 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:1981
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 [5]
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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,500 [as of 2012]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 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:Better than present minimum criteria [7]
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:98.8 tons [89.8 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:98.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201598.7FairSatisfactoryGoodGood-13500
November 201398.7FairSatisfactoryGoodGood-13500
December 201187.7FairGoodGoodFair-12500
January 201098.6FairGoodGoodSatisfactory-14500
February 200898.4FairGoodVery GoodSatisfactory-17000
March 200698.4FairGoodVery GoodSatisfactory-17000
October 200398.4GoodVery GoodVery GoodVery Good-17500
February 200298.3GoodVery GoodVery GoodVery Good-18100
February 200098.3GoodVery GoodVery GoodVery Good-18100
October 199798.6GoodVery GoodVery GoodVery Good-14750
October 199598.9GoodVery GoodVery GoodVery Good-14750
October 199398.8GoodVery GoodVery GoodVery Good-15650
November 199198.8GoodVery GoodVery GoodVery Good-15650