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TARRANT ST over BUTTERY DRAW

Map

Coordinates:
+30.75634, -98.67136
30°45'23" N, 98°40'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TARRANT ST over BUTTERY DRAW
Structure number:141500B00005001
Location:0.15 MI E OF SH 16
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:45°
Owner:Town or Township Highway Agency [03]
Year built:1990
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2010]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:98.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$166,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2016Good7 out of 1040098.0
February 2014Good7 out of 1040098.0
March 2012Good7 out of 1040098.0
March 2010Good7 out of 1040098.0
March 2008Good7 out of 1040098.0
April 2006Good7 out of 1040098.0
June 2004Fair6 out of 1040099.0
May 2002Good7 out of 102599.0
May 2000Good7 out of 1025100.0
May 1998Good7 out of 1025100.0
December 1995Good7 out of 10592.5
December 1993Good7 out of 10592.5
January 1992Good7 out of 1055185.5