SR 127,BUCKINGHAM over OVER ALLEGHENY RIVER
Map
Coordinates:
+41.68076, -79.4124541°40'51" N, 79°24'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 127,BUCKINGHAM over OVER ALLEGHENY RIVER |
Structure number: | 000000000034057 |
Old structure number: | 610127011005910 (from 1992 edition) |
Location: | TIDIOUTE BOROUGH |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 270.0 ft. [82.3 m] |
Total length: | 550.9 ft. [167.9 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 33.8 ft. [10.3 m] |
Vertical clearance above deck: | 14.8 ft. [4.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1933 |
Year reconstructed: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,215 [as of 2018] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 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 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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 55.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,796,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Fair | Fair | 2215 | 55.8 |
July 2016 | Fair | Satisfactory | Fair | Fair | 2091 | 56.2 |
July 2014 | Fair | Satisfactory | Fair | Fair | 2142 | 53.7 |
July 2012 | Fair | Satisfactory | Fair | Satisfactory | 2673 | 52.7 |
July 2010 | Fair | Satisfactory | Fair | Satisfactory | 2687 | 52.7 |
July 2008 | Fair | Satisfactory | Fair | Satisfactory | 2687 | 52.7 |
July 2006 | Fair | Satisfactory | Fair | Satisfactory | 2541 | 55.6 |
August 2004 | Fair | Satisfactory | Fair | Satisfactory | 2473 | 55.8 |
October 2002 | Fair | Satisfactory | Fair | Satisfactory | 3969 | 50.3 |
November 2001 | Fair | Fair | Fair | Fair | 3929 | 46.2 |
July 2000 | Fair | Fair | Fair | Fair | 3929 | 46.2 |
July 1998 | Fair | Fair | Fair | Fair | 3844 | 46.5 |
October 1997 | Fair | Satisfactory | Fair | Fair | 1720 | 55.6 |
July 1996 | Fair | Satisfactory | Fair | Fair | 1686 | 55.7 |
September 1994 | Fair | Satisfactory | Fair | Fair | 1630 | 48.8 |
May 1993 | Poor | Satisfactory | Satisfactory | Poor | 1611 | 37.7 |
May 1992 | Poor | Satisfactory | Satisfactory | Poor | 1611 | 37.7 |
October 1990 | Fair | Satisfactory | Satisfactory | Fair | 1566 | 49.1 |
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 Stringer | linear ft. | 3,780 | 599 | 3,126 | 55 | 0 |
Steel Protective Coating | sq. ft. | 21,506 | 21,506 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,226 | 7,222 | 4 | 0 | 0 |
Wearing Surfaces | sq. ft. | 6,045 | 3,041 | 3,004 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 1,080 | 2 | 273 | 805 | 0 |
Steel Protective Coating | sq. ft. | 21,506 | 21,506 | 0 | 0 | 0 |
Steel Floor Beam | linear ft. | 526 | 1 | 418 | 107 | 0 |
Steel Protective Coating | sq. ft. | 21,506 | 21,506 | 0 | 0 | 0 |
Substructure |
Masonry Pier Wall | linear ft. | 32 | 0 | 29 | 3 | 0 |
Reinforced Concrete Abutment | linear ft. | 114 | 106 | 4 | 4 | 0 |
Masonry Abutment | linear ft. | 90 | 86 | 4 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 93 | 93 | 0 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 31 | 31 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 4 | 0 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 21,506 | 21,506 | 0 | 0 | 0 |
Fixed Bearing | each | 4 | 0 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 21,506 | 21,506 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,100 | 1,100 | 0 | 0 | 0 |