SR 3044 over STONYCREEK RIVER
Map
Coordinates:
+40.33053, -78.9254340°19'50" N, 78°55'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 3044 over STONYCREEK RIVER |
Structure number: | 000000000008671 |
Old structure number: | 113044001000450 (from 1992 edition) |
Location: | JOHNSTOWN,WASHINGTON ST. |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 143.1 ft. [43.6 m] |
Total length: | 296.9 ft. [90.5 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 53.5 ft. [16.3 m] |
Skew angle: | 38° |
Owner: | State Highway Agency [01] |
Year built: | 1930 |
Year reconstructed: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,603 [as of 2016] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Good | Good | 3603 | 95.8 |
April 2015 | Good | Good | Good | Good | 3566 | 97.8 |
April 2013 | Good | Good | Good | Good | 3619 | 97.8 |
May 2011 | Good | Good | Good | Good | 3751 | 97.7 |
May 2009 | Good | Very Good | Good | Good | 3792 | 95.7 |
June 2007 | Good | Very Good | Good | Good | 6825 | 92.8 |
July 2005 | Good | Very Good | Good | Good | 7930 | 92.1 |
September 2003 | Good | Very Good | Good | Good | 7836 | 92.2 |
February 2003 | Good | Very Good | Very Good | Good | 8558 | 91.7 |
February 2001 | Good | Very Good | Very Good | Good | 8423 | 91.8 |
April 1999 | Good | Very Good | Very Good | Good | 9551 | 91.1 |
April 1997 | Good | Very Good | Very Good | Very Good | 9382 | 91.2 |
June 1995 | Good | Good | Very Good | Good | 8617 | 91.8 |
January 1994 | Good | Good | Very Good | Very Good | 3329 | 98.0 |
November 1992 | Good | Excellent | Excellent | Excellent | 3329 | 98.0 |
June 1991 | Poor | Serious | Poor | Poor | 3228 | 35.3 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 2,566 | 2,566 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 15,408 | 15,408 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 90 | 90 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 188 | 188 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 136 | 0 | 136 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 576 | 576 | 0 | 0 | 0 |