DANIELS STREET over ADKIN BRANCH
Map
Coordinates:
+35.27997, -77.5775435°16'48" N, 77°34'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DANIELS STREET over ADKIN BRANCH |
Structure number: | 000000001070085 |
Location: | 0.2 MI.E.JCT.QUEEN STREET |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 24.0 ft. [7.3 m] |
Skew angle: | 30° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1966 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 300 [as of 1980] |
Truck traffic: | 7% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2018 | Fair | 6 out of 10 | 300 | 100.0 |
April 2016 | Fair | 6 out of 10 | 300 | 100.0 |
February 2014 | Fair | 6 out of 10 | 300 | 100.0 |
February 2012 | Fair | 6 out of 10 | 300 | 99.0 |
February 2010 | Good | 7 out of 10 | 300 | 100.0 |
April 2008 | Good | 7 out of 10 | 300 | 100.0 |
March 2006 | Good | 7 out of 10 | 300 | 99.0 |
April 2004 | Good | 7 out of 10 | 300 | 99.0 |
April 2002 | Good | 7 out of 10 | 300 | 99.0 |
April 2000 | Good | 7 out of 10 | 300 | 99.0 |
July 1998 | Good | 7 out of 10 | 300 | 96.0 |
May 1990 | Fair | 5 out of 10 | 300 | 89.0 |