SR 4042 (LR 53043) over W. BR. SCHUYLKILL RIVER
Map
Coordinates:
+40.69031, -76.2563640°41'25" N, 76°15'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 4042 (LR 53043) over W. BR. SCHUYLKILL RIVER |
Structure number: | 000000000030864 |
Old structure number: | 534042001000820 (from 1992 edition) |
Location: | SUNBURY ST., MINERSVILLE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 63.0 ft. [19.2 m] |
Total length: | 63.0 ft. [19.2 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 31.8 ft. [9.7 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1925 |
Year reconstructed: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,609 [as of 2018] |
Truck traffic: | 3% of total traffic |
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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 61.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $216,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | - | Fair | Fair | 4609 | 61.7 |
August 2016 | Fair | - | Fair | Fair | 4674 | 61.6 |
August 2014 | Fair | - | Fair | Fair | 4763 | 61.5 |
August 2012 | Poor | - | Poor | Fair | 4817 | 46.1 |
September 2010 | Poor | - | Poor | Fair | 6450 | 43.5 |
September 2008 | Poor | - | Poor | Fair | 6424 | 43.5 |
August 2006 | Fair | - | Fair | Fair | 6344 | 59.7 |
August 2004 | Fair | - | Satisfactory | Satisfactory | 7526 | 70.7 |
August 2002 | Fair | - | Satisfactory | Satisfactory | 7319 | 70.9 |
September 2000 | Fair | - | Satisfactory | Satisfactory | 10697 | 67.7 |
October 1998 | Fair | - | Satisfactory | Satisfactory | 10487 | 67.9 |
October 1996 | Fair | - | Satisfactory | Satisfactory | 9881 | 68.5 |
October 1994 | Good | - | Good | Good | 9534 | 68.8 |
November 1992 | Fair | - | Satisfactory | Good | 9421 | 68.9 |
November 1991 | Poor | - | Serious | Serious | 8910 | 22.0 |
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 |
Reinforced Concrete Arch | linear ft. | 63 | 26 | 28 | 9 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 70 | 0 | 55 | 15 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 63 | 63 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 189 | 189 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 63 | 55 | 6 | 2 | 0 |