Share:

MAGNOLIA AVENUE over INDIAN GAP RUN

Map

Coordinates:
+37.72824, -79.35719
37°43'42" N, 79°21'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAGNOLIA AVENUE over INDIAN GAP RUN
Structure number:000000000027514
Location:012060 0097SCL-B-VI
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:2002
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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,487 [as of 2014]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:97.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Good7 out of 10748797.3
February 2015Good7 out of 10748798.3
February 2013Good7 out of 10932998.1
February 2011Good7 out of 10932998.1
February 2009Good7 out of 10932998.1
March 2007Good7 out of 10-94.0
May 2005Good7 out of 10-94.0
April 2003Good7 out of 10-94.0