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ALEXANDER ST over SAW MILL RUN

Map

Coordinates:
+40.44007, -80.03335
40°26'24" N, 80°02'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ALEXANDER ST over SAW MILL RUN
Structure number:000000000002392
Old structure number:027301000030010 (from 1992 edition)
Location:301001 NEAR NEPTUNE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:9.8 ft. [3.0 m]
Deck width edge-to-edge:11.8 ft. [3.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1924
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Wood or Timber [8]
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:20 [as of 2006]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:63.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$70,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201663.6FairGoodFairFairFO20
June 201463.6FairGoodFairFairFO20
June 201263.7FairVery GoodFairFairFO20
June 201020.1PoorPoorSeriousFairSD20
June 200920.1PoorPoorSeriousFairSD20
June 200740.7PoorFairPoorFairSD20
July 200641.7PoorSatisfactoryPoorFairSD20
July 200539.0PoorSatisfactoryPoorFairSD100
July 200439.0PoorSatisfactoryPoorSatisfactorySD100
July 200339.0PoorSatisfactoryPoorFairSD100
July 200217.0PoorGoodPoorSeriousSD100
July 200117.0PoorGoodFairSeriousSD100
July 200017.0PoorGoodFairSeriousSD100
July 199916.2PoorGoodFairSeriousSD100
July 199810.7PoorGoodFairSeriousSD100
June 199721.0PoorGoodFairSeriousSD20
September 199621.0PoorGoodFairSeriousSD20
April 199546.1FairGoodFairFairFO20
April 199423.6FairGoodFairFairFO20
April 199323.6FairGoodFairFairFO20
April 199223.6FairVery GoodFairFairFO20
April 199113.8PoorPoorSeriousPoorSD20