BRIDGE STREET over COOKS CREEK
Map
Coordinates:
+40.51610, -75.2925040°30'58" N, 75°17'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BRIDGE STREET over COOKS CREEK |
Structure number: | 000000000007583 |
Old structure number: | 097009047901980 (from 1992 edition) |
Location: | CREAMERY IRON BRG.2582-D8 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 53.2 ft. [16.2 m] |
Total length: | 55.1 ft. [16.8 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance above deck: | 6.6 ft. [2.0 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 1882 |
Year reconstructed: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Open Grating [3] |
Latest Available Inspection: August 2016
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 250 [as of 1998] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 conditions; field review indicates action is required. [4] |
Sufficiency rating: | 43.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $531,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2016 | Good | Very Good | Good | Good | 250 | 43.6 |
August 2014 | Good | Excellent | Good | Very Good | 250 | 19.0 |
June 2012 | Poor | Good | Poor | Fair | 250 | 20.3 |
June 2010 | Fair | Good | Fair | Fair | 250 | 28.7 |
June 2008 | Fair | Good | Fair | Fair | 250 | 28.7 |
November 2005 | Fair | Good | Fair | Fair | 250 | 28.4 |
April 2003 | Fair | Good | Fair | Fair | 250 | 28.4 |
December 2000 | Fair | Good | Fair | Fair | 250 | 28.4 |
January 1998 | Fair | Good | Fair | Fair | 250 | 28.4 |
December 1995 | Poor | Good | Serious | Satisfactory | 600 | 20.0 |
September 1993 | Fair | Very Good | Good | Satisfactory | 600 | 32.4 |
December 1991 | Fair | Very Good | Satisfactory | Good | 600 | 34.4 |