LORD FAIRFAX HWY over PAGE BROOK
Map
Coordinates:
+39.09746, -78.0510539°05'51" N, 78°03'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LORD FAIRFAX HWY over PAGE BROOK |
Structure number: | 000000000005402 |
Location: | 0.60 TO 620-0.15 BOYCENCL |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 21.0 ft. [6.4 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: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,125 [as of 2014] |
Truck traffic: | 6% of total traffic |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 62.9 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
June 2018 | Fair | 5 out of 10 | 8125 | 62.9 |
June 2016 | Fair | 6 out of 10 | 8125 | 97.1 |
June 2014 | Fair | 6 out of 10 | 9409 | 96.8 |
June 2012 | Fair | 6 out of 10 | 9409 | 96.8 |
June 2010 | Fair | 6 out of 10 | 9409 | 94.8 |
June 2008 | Fair | 6 out of 10 | 9409 | 97.8 |
May 2006 | Fair | 6 out of 10 | 8663 | 98.0 |
May 2004 | Fair | 6 out of 10 | 8091 | 100.0 |
June 2002 | Fair | 6 out of 10 | 6401 | 100.0 |
June 2000 | Fair | 6 out of 10 | 5871 | 98.0 |
June 1998 | Fair | 6 out of 10 | 5871 | 98.0 |
June 1996 | Fair | 6 out of 10 | 6400 | 98.0 |
July 1994 | Fair | 6 out of 10 | 6200 | 98.0 |
May 1992 | - | N out of 10 | 4390 | 98.0 |
April 1990 | Fair | 6 out of 10 | 4390 | 98.0 |