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SR5901 NBL over SUGAR CREEK

Map 

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

Facts 

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:Principal Arterial - Other Freeways or Expressways (Urban) [12]
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:MS 18+Mod / HS 20+Mod [6]
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 

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. ratingEvaluationDeckSuper.Sub.ADT
October 201598.7Not deficientSatisfactoryGoodGood13500
November 201398.7Not deficientSatisfactoryGoodGood13500
December 201187.7Not deficientGoodGoodFair12500
January 201098.6Not deficientGoodGoodSatisfactory14500
February 200898.4Not deficientGoodVery GoodSatisfactory17000
March 200698.4Not deficientGoodVery GoodSatisfactory17000
October 200398.4Not deficientVery GoodVery GoodVery Good17500
February 200298.3Not deficientVery GoodVery GoodVery Good18100
February 200098.3Not deficientVery GoodVery GoodVery Good18100
October 199798.6Not deficientVery GoodVery GoodVery Good14750
October 199598.9Not deficientVery GoodVery GoodVery Good14750
October 199398.8Not deficientVery GoodVery GoodVery Good15650
November 199198.8Not deficientVery GoodVery GoodVery Good15650