T-601 JONESTOWN RD over SWATARA CREEK
Map
Coordinates:
+40.41260, -76.4874040°24'45" N, 76°29'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | T-601 JONESTOWN RD over SWATARA CREEK |
Structure number: | 000000000022927 |
Old structure number: | 387403060130360 (from 1992 edition) |
Location: | 0.4 MI W OF WALNUT STREET |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 252.0 ft. [76.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1929 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,500 [as of 2013] |
Truck traffic: | 33% of total traffic |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 54.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,542,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | - | Fair | Poor | 1500 | 54.1 |
May 2016 | Poor | - | Fair | Poor | 1500 | 54.1 |
May 2014 | Poor | - | Fair | Poor | 1500 | 55.1 |
May 2012 | Poor | - | Fair | Poor | 1500 | 55.6 |
May 2010 | Fair | - | Fair | Fair | 1500 | 71.7 |
May 2008 | Fair | - | Fair | Fair | 1500 | 71.7 |
May 2006 | Fair | - | Fair | Fair | 1500 | 68.7 |
October 2004 | Fair | - | Fair | Fair | 1500 | 68.7 |
April 2002 | Fair | - | Fair | Fair | 1500 | 68.7 |
May 2000 | Fair | - | Fair | Fair | 1500 | 68.7 |
May 1998 | Fair | - | Fair | Fair | 1500 | 68.7 |
May 1996 | Fair | - | Fair | Fair | 1500 | 68.7 |
December 1993 | Good | Good | Good | - | 1500 | 79.7 |
February 1992 | Good | Good | Good | - | 1500 | 79.7 |
March 1990 | Fair | - | - | - | 1500 | 80.7 |