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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]
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 2014 

Status:Posted for load [P]
Average daily traffic:2,700 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 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:21.0 tons [19.1 metric tons]
Inventory rating:12.0 tons [10.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:47.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201447.7Functionally obsoleteFairGoodFair2700
April 201247.1Functionally obsoleteFairGoodFair4500
April 201053.9Functionally obsoleteGoodGoodSatisfactory4500
April 200853.9Functionally obsoleteGoodGoodSatisfactory4500
June 200653.9Functionally obsoleteGoodGoodSatisfactory4500
March 200468.2Not deficientVery GoodVery GoodSatisfactory4500
July 200268.2Not deficientVery GoodVery GoodSatisfactory4500
August 200068.2Not deficientVery GoodVery GoodSatisfactory4500
March 199858.2Structurally deficientVery GoodGoodSatisfactory4500
June 199657.2Structurally deficientFairGoodSatisfactory4500
August 199467.1Not deficientFairVery GoodSatisfactory4500
July 199267.0Not deficientFairGoodSatisfactory5000
May 199052.8Not deficientFairSatisfactoryFair5000