PA 75; Path Valley over DRY RUN
Map
Coordinates:
+40.16884, -77.7518740°10'08" N, 77°45'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PA 75; Path Valley over DRY RUN |
Structure number: | 000000000017355 |
Old structure number: | 280075075008350 (from 1992 edition) |
Location: | DRY RUN |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,697 [as of 2018] |
Truck traffic: | 10% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 93.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1697 | 93.2 |
March 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1701 | 93.2 |
March 2014 | Fair | Good | Good | Satisfactory | 1634 | 92.2 |
March 2012 | Fair | Good | Good | Satisfactory | 1589 | 92.2 |
March 2010 | Fair | Good | Good | Satisfactory | 1658 | 92.2 |
April 2008 | Fair | Good | Good | Satisfactory | 1631 | 95.2 |
April 2006 | Fair | Good | Good | Satisfactory | 1567 | 95.2 |
May 2004 | Fair | Good | Good | Satisfactory | 1883 | 95.1 |
May 2002 | Fair | Good | Good | Satisfactory | 1815 | 92.1 |
May 2000 | Fair | Good | Good | Satisfactory | 1224 | 92.1 |
April 1998 | Good | Good | Good | Good | 1194 | 92.1 |
March 1996 | Good | Good | Good | Good | 1140 | 93.1 |
March 1994 | Good | Good | Good | Good | 1529 | 93.3 |
April 1992 | Good | Very Good | Good | Good | 1496 | 93.3 |
March 1990 | Good | Very Good | Very Good | Good | 1608 | 92.3 |
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 Girder/Beam | linear ft. | 221 | 221 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,102 | 915 | 187 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,003 | 832 | 171 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 97 | 87 | 10 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 66 | 62 | 0 | 4 | 0 |