BELMONT RD over PEQUEA CREEK
Map
Coordinates:
+40.01210, -76.1079040°00'44" N, 76°06'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BELMONT RD over PEQUEA CREEK |
Structure number: | 000000000022004 |
Old structure number: | 367226068415040 (from 1992 edition) |
Location: | 1/2 MILE NORTH OF SR 30 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 102.0 ft. [31.1 m] |
Total length: | 102.0 ft. [31.1 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 18.4 ft. [5.6 m] |
Vertical clearance above deck: | 10.5 ft. [3.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1893 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Wood or timber [7] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 2,000 [as of 2012] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 15.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $110,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Fair | Fair | 2000 | 15.2 |
June 2016 | Fair | Satisfactory | Fair | Fair | 2000 | 15.2 |
June 2014 | Fair | Good | Fair | Fair | 2000 | 15.2 |
June 2012 | Poor | Fair | Poor | Fair | 2000 | 13.0 |
June 2010 | Poor | Fair | Poor | Fair | 2000 | 13.0 |
June 2008 | Poor | Fair | Poor | Fair | 2000 | 13.0 |
June 2006 | Poor | Fair | Poor | Fair | 1100 | 15.7 |
June 2004 | Poor | Fair | Poor | Fair | 1000 | 16.0 |
June 2002 | Poor | Fair | Poor | Fair | 1000 | 16.0 |
May 2000 | Fair | Good | Good | Satisfactory | 825 | 70.8 |
May 1998 | Fair | Fair | Good | Good | 825 | 69.8 |
February 1996 | Good | Good | Good | Very Good | 825 | 26.2 |
December 1993 | Good | Good | Good | Very Good | 825 | 26.2 |
January 1992 | Good | Good | Good | Very Good | 825 | 26.2 |