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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 2014 

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:40.8 tons [37.1 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:61.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$17,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201461.3Not deficientSatisfactorySatisfactorySatisfactory35235
September 201261.5Functionally obsoleteSatisfactorySatisfactorySatisfactory35235
September 201061.3Functionally obsoleteSatisfactorySatisfactorySatisfactory35235
September 200860.7Functionally obsoleteSatisfactorySatisfactorySatisfactory35235
September 200648.7Functionally obsoleteFairFairFair35235
September 200449.6Functionally obsoleteFairFairFair35235
August 200247.6Structurally deficientPoorFairFair35235
November 200049.6Functionally obsoleteFairFairFair35235
October 199848.6Functionally obsoleteFairFairFair35235
October 199648.6Functionally obsoleteFairFairFair35235
June 199448.6Functionally obsoleteFairFairSatisfactory30566
June 199248.6Functionally obsoleteFairFairFair30566
May 199048.6Functionally obsoleteFairFairFair24000