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COLLEGE STREET over MILL CREEK

Map

Coordinates:
+37.32741, -80.80504
37°19'39" N, 80°48'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COLLEGE STREET over MILL CREEK
Structure number:000000000026863
Location:0.08FR POPULAR;.05 TO NVI
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1999
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2002]
Structural appraisal:Better than present minimum criteria [7]
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 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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Good7 out of 1010097.0
May 2015Good7 out of 1010097.0
May 2013Fair6 out of 1010097.0
June 2011Fair6 out of 1010097.0
June 2009Fair6 out of 1010097.0
August 2007Good8 out of 1010097.0
July 2005Good7 out of 1010097.0
July 2003Good8 out of 1010097.0
July 2001Good8 out of 1010097.0