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PRINCETON AVENUE over LITTLE SUGAR CREEK

Map

Coordinates:
+35.18652, -80.84488
35°11'11" N, 80°50'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PRINCETON AVENUE over LITTLE SUGAR CREEK
Structure number:000000001190396
Old structure number:000000000119396 (from 1992 edition)
Location:0.5 MI. E. JCT. PARK ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:36.1 ft. [11.0 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1948
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:2
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,700 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Operating rating:23.0 tons [20.9 metric tons]
Inventory rating:12.0 tons [10.9 metric tons]
Sufficiency rating:48.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201648.7FairSatisfactoryFairFairFO2700
April 201447.7FairFairGoodFairFO2700
April 201247.1FairFairGoodFairFO4500
April 201053.9FairGoodGoodSatisfactoryFO4500
April 200853.9FairGoodGoodSatisfactoryFO4500
June 200653.9FairGoodGoodSatisfactoryFO4500
March 200468.2FairVery GoodVery GoodSatisfactory-4500
July 200268.2FairVery GoodVery GoodSatisfactory-4500
August 200068.2FairVery GoodVery GoodSatisfactory-4500
March 199858.2FairVery GoodGoodSatisfactorySD4500
June 199657.2FairFairGoodSatisfactorySD4500
August 199467.1FairFairVery GoodSatisfactory-4500
July 199267.0FairFairGoodSatisfactory-5000
May 199052.8FairFairSatisfactoryFair-5000