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NFA A264 over ROCK CREEK

Map

Coordinates:
+36.15200, -82.38382
36°09'07" N, 82°23'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A264 over ROCK CREEK
Structure number:860A4390001
Location:E OF ERWIN-OFF SR 395
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:33.5 ft. [10.2 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:1983
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:160 [as of 2019]
Truck traffic:6% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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:60.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$83,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2018Fair5 out of 1016060.2
July 2016Fair5 out of 1016060.2
July 2014Fair5 out of 1016060.2
August 2012Fair5 out of 1016068.0
August 2010Fair5 out of 1016068.0
August 2008Fair5 out of 1016068.0
August 2006Fair5 out of 1016068.0
October 2004Fair5 out of 1016068.0
September 2002Fair5 out of 1016068.0
August 2000Fair6 out of 1016079.3
October 1998Fair6 out of 1016075.2
November 1996Fair6 out of 102086.8
November 1994Fair6 out of 102089.8
September 1992Poor4 out of 102062.8
October 1990Poor4 out of 102062.8