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ARCHDALE DRIVE over LITTLE SUGAR CREEK

Map

Coordinates:
+35.14801, -80.85779
35°08'53" N, 80°51'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ARCHDALE DRIVE over LITTLE SUGAR CREEK
Structure number:000000001190393
Old structure number:000000000119393 (from 1992 edition)
Location:0.2 MI E JCT SHADYVIEW DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:75.1 ft. [22.9 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
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: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2012]
Truck traffic:7% 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:Superior to present desirable criteria [9]
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:72.8 tons [66.2 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:94.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201694.2FairSatisfactoryGoodGood-12000
June 201494.2FairSatisfactoryGoodGood-12000
June 201293.6GoodGoodGoodGood-10000
June 201094.2FairSatisfactoryGoodVery Good-12000
July 200894.2FairSatisfactoryGoodVery Good-12000
March 200693.5FairSatisfactoryGoodVery Good-15000
April 200493.5FairSatisfactoryGoodVery Good-15000
July 200293.5FairSatisfactoryGoodVery Good-15000
July 200093.5FairSatisfactoryGoodVery Good-15000
March 199893.5FairSatisfactoryGoodVery Good-15000
May 199693.5FairSatisfactoryGoodVery Good-15000
August 199471.0GoodGoodGoodVery Good-15000
July 199285.8GoodGoodGoodGood-15000
May 199085.8GoodGoodGoodGood-15000