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ARCHDALE DRIVE over LITTLE SUGAR CREEK

Map 

Coordinates:
+35.14801, -80.85779
35°08'53" N, 80°51'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201494.2Not deficientSatisfactoryGoodGood12000
June 201293.6Not deficientGoodGoodGood10000
June 201094.2Not deficientSatisfactoryGoodVery Good12000
July 200894.2Not deficientSatisfactoryGoodVery Good12000
March 200693.5Not deficientSatisfactoryGoodVery Good15000
April 200493.5Not deficientSatisfactoryGoodVery Good15000
July 200293.5Not deficientSatisfactoryGoodVery Good15000
July 200093.5Not deficientSatisfactoryGoodVery Good15000
March 199893.5Not deficientSatisfactoryGoodVery Good15000
May 199693.5Not deficientSatisfactoryGoodVery Good15000
August 199471.0Not deficientGoodGoodVery Good15000
July 199285.8Not applicableGoodGoodGood15000
May 199085.8Not applicableGoodGoodGood15000