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.

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]`

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

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
September 2016	61.3	Fair	Satisfactory	Satisfactory	Satisfactory	FO	35235
September 2014	61.3	Fair	Satisfactory	Satisfactory	Satisfactory	-	35235
September 2012	61.5	Fair	Satisfactory	Satisfactory	Satisfactory	FO	35235
September 2010	61.3	Fair	Satisfactory	Satisfactory	Satisfactory	FO	35235
September 2008	60.7	Fair	Satisfactory	Satisfactory	Satisfactory	FO	35235
September 2006	48.7	Fair	Fair	Fair	Fair	FO	35235
September 2004	49.6	Fair	Fair	Fair	Fair	FO	35235
August 2002	47.6	Poor	Poor	Fair	Fair	SD	35235
November 2000	49.6	Fair	Fair	Fair	Fair	FO	35235
October 1998	48.6	Fair	Fair	Fair	Fair	FO	35235
October 1996	48.6	Fair	Fair	Fair	Fair	FO	35235
June 1994	48.6	Fair	Fair	Fair	Satisfactory	FO	30566
June 1992	48.6	Fair	Fair	Fair	Fair	FO	30566
May 1990	48.6	Fair	Fair	Fair	Fair	FO	24000