Newbill ChurchRoad over Smallman's Branch
Map
Coordinates:
+36.85918, -78.8276336°51'33" N, 78°49'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Newbill ChurchRoad over Smallman's Branch |
Structure number: | 000000000026827 |
Location: | 2.35 TO 603 - 0.90 TO 609 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 5.9 ft. [1.8 m] |
Total length: | 33.1 ft. [10.1 m] |
Skew angle: | 50° |
Owner: | State Highway Agency [01] |
Year built: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 197 [as of 2014] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
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: | 88.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $711,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
January 2018 | Fair | 5 out of 10 | 197 | 88.9 |
May 2016 | Fair | 5 out of 10 | 197 | 88.9 |
May 2014 | Fair | 5 out of 10 | 248 | 88.9 |
May 2012 | Fair | 5 out of 10 | 248 | 88.9 |
May 2010 | Fair | 5 out of 10 | 248 | 88.9 |
May 2008 | Fair | 5 out of 10 | 248 | 88.9 |
June 2006 | Fair | 6 out of 10 | 282 | 97.9 |
May 2004 | Good | 7 out of 10 | 287 | 97.9 |
May 2002 | Good | 8 out of 10 | 287 | 97.9 |