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ELM STREET over CRANDALL RUN

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+41.12333, -80.64667
41°07'24" N, 80°38'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ELM STREET over CRANDALL RUN
Structure number:5060214
Location:BETWEEN SARANAC AND TOD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:88.9 ft. [27.1 m]
Total length:95.1 ft. [29.0 m]
Roadway width between curbs:46.6 ft. [14.2 m]
Deck width edge-to-edge:73.5 ft. [22.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1919
Year reconstructed:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2012

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:7,060 [as of 1992]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:34.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$100,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2012PoorGoodSeriousFair706034.4
February 2012PoorGoodPoorFair706050.6
February 2011PoorGoodPoorFair706050.6
December 2009PoorGoodPoorFair706050.6
March 2008PoorGoodPoorFair706050.6
February 2006PoorGoodPoorFair706050.6
March 2004PoorGoodPoorFair706050.6
June 2002PoorGoodPoorFair706050.6
May 2000PoorGoodPoorFair706050.6
August 1998PoorGoodPoorFair706049.6
March 1996PoorGoodPoorFair706050.6
September 1993PoorVery GoodPoorPoor706049.8
December 1988PoorSatisfactoryPoorSatisfactory512050.2