HOMESTD HIGHLVL BR over MON,CSX,N&S,WF DR,5&7
Map
Coordinates:
+40.41080, -79.9186040°24'39" N, 79°55'07" W
Facts
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: | 1122.1 ft. [342.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1936 |
Year reconstructed: | 2007 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Number of main spans: | 10 |
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 2018
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] |
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
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 35235 | 61.3 |
September 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 35235 | 61.3 |
September 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 35235 | 61.3 |
September 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 35235 | 61.5 |
September 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 35235 | 61.3 |
2009 | Fair | - | - | Satisfactory | 35235 | 61.0 |
September 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 35235 | 60.7 |
September 2006 | Fair | Fair | Fair | Fair | 35235 | 48.7 |
September 2004 | Fair | Fair | Fair | Fair | 35235 | 49.6 |
August 2002 | Poor | Poor | Fair | Fair | 35235 | 47.6 |
November 2000 | Fair | Fair | Fair | Fair | 35235 | 49.6 |
October 1998 | Fair | Fair | Fair | Fair | 35235 | 48.6 |
October 1996 | Fair | Fair | Fair | Fair | 35235 | 48.6 |
June 1994 | Fair | Fair | Fair | Satisfactory | 30566 | 48.6 |
June 1992 | Fair | Fair | Fair | Fair | 30566 | 48.6 |
May 1990 | Fair | Fair | Fair | Fair | 24000 | 48.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 2,670 | 2,614 | 50 | 6 | 0 |
Steel Protective Coating | sq. ft. | 37,935 | 37,810 | 125 | 0 | 0 |
Steel Stringer | linear ft. | 33,739 | 33,709 | 29 | 1 | 0 |
Steel Protective Coating | sq. ft. | 214,822 | 214,821 | 0 | 0 | 1 |
Deck |
Reinforced Concrete Deck | sq. ft. | 25,135 | 24,878 | 257 | 0 | 0 |
Wearing Surfaces | sq. ft. | 21,420 | 21,164 | 256 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 5,123 | 4,230 | 36 | 857 | 0 |
Steel Protective Coating | sq. ft. | 327,484 | 327,011 | 108 | 0 | 365 |
Steel Floor Beam | linear ft. | 7,500 | 7,105 | 299 | 96 | 0 |
Steel Protective Coating | sq. ft. | 97,996 | 97,994 | 1 | 0 | 1 |
Steel Pin or Pin & Hangar Assembly | each | 80 | 80 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 950 | 950 | 0 | 0 | 0 |
Steel Gusset Plate | each | 892 | 841 | 6 | 45 | 0 |
Steel Protective Coating | sq. ft. | 62,487 | 62,213 | 43 | 146 | 85 |
Substructure |
Steel Column | each | 18 | 17 | 0 | 1 | 0 |
Steel Protective Coating | sq. ft. | 5,289 | 5,289 | 0 | 0 | 0 |
Other Material Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 360 | 360 | 0 | 0 | 0 |
Steel Column Tower/Trestle | linear ft. | 368 | 368 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 15,540 | 15,450 | 90 | 0 | 0 |
Masonry Pier Wall | linear ft. | 137 | 137 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 235 | 229 | 6 | 0 | 0 |
Masonry Abutment | linear ft. | 61 | 61 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 177 | 170 | 6 | 1 | 0 |
Concrete Protective Coating | sq. ft. | 3,526 | 3,526 | 0 | 0 | 0 |
Steel Pier Cap | linear ft. | 244 | 244 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,714 | 2,714 | 0 | 0 | 0 |
Deck |
Concrete Filled Grid Deck | sq. ft. | 144,400 | 143,387 | 135 | 878 | 0 |
Wearing Surfaces | sq. ft. | 133,256 | 130,596 | 1,763 | 895 | 2 |
Steel Protective Coating | sq. ft. | 144,400 | 144,400 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 1,492 | 1,444 | 8 | 0 | 40 |
Compression Joint | linear ft. | 68 | 0 | 68 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 204 | 204 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 21 | 15 | 5 | 1 | 0 |
Steel Protective Coating | sq. ft. | 2,900 | 2,860 | 0 | 40 | 0 |
Fixed Bearing | each | 55 | 51 | 2 | 2 | 0 |
Steel Protective Coating | sq. ft. | 2,300 | 2,240 | 0 | 20 | 40 |
Pot Bearing | each | 8 | 7 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 280 | 245 | 0 | 35 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 6,536 | 6,536 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 32,658 | 32,658 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 6,440 | 4,928 | 1,512 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 96 | 96 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 528 | 528 | 0 | 0 | 0 |