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ASPEN DR over TRIB OF BEAR CREEK

Map

Coordinates:
+30.19514, -97.97749
30°11'42" N, 97°58'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ASPEN DR over TRIB OF BEAR CREEK
Structure number:141060AA1111002
Location:0.13 MI E OF BELTERRA DR
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:5.9 ft. [1.8 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2014]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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: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 assessed or calculated scour condition. [5]
Sufficiency rating:92.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2016Good7 out of 1040092.5
June 2014Good7 out of 1040092.5
June 2012Good7 out of 10400100.0
June 2010Good7 out of 10400100.0
September 2008Good7 out of 1040092.7