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HOMESTD HIGHLVL BR over MON,CSX,N&S,WF DR,5&7

Map

Coordinates:
+40.41197, -79.92026
40°24'43" N, 79°55'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:HOMESTD HIGHLVL BR over MON,CSX,N&S,WF DR,5&7
Structure number:000000000002503
Old structure number:027301304723920 (from 1992 edition)
Location:MA12 HOMESTEAD HIGH LEV
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:534.1 ft. [162.8 m]
Total length:3109.1 ft. [947.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Owner:County Highway Agency [02]
Year built:1936
Year reconstructed:2007
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Truss - Deck [09]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35,235 [as of 2006]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:In place but re-evaluation of design suggested [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:40.9 tons [37.2 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:61.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$17,140,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201661.3FairSatisfactorySatisfactorySatisfactoryFO35235
September 201461.3FairSatisfactorySatisfactorySatisfactory-35235
September 201261.5FairSatisfactorySatisfactorySatisfactoryFO35235
September 201061.3FairSatisfactorySatisfactorySatisfactoryFO35235
September 200860.7FairSatisfactorySatisfactorySatisfactoryFO35235
September 200648.7FairFairFairFairFO35235
September 200449.6FairFairFairFairFO35235
August 200247.6PoorPoorFairFairSD35235
November 200049.6FairFairFairFairFO35235
October 199848.6FairFairFairFairFO35235
October 199648.6FairFairFairFairFO35235
June 199448.6FairFairFairSatisfactoryFO30566
June 199248.6FairFairFairFairFO30566
May 199048.6FairFairFairFairFO24000