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SH 16 over WRIGHTS CREEK

Map

Coordinates:
+30.86668, -98.65380
30°52'00" N, 98°39'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 16 over WRIGHTS CREEK
Structure number:141500028907018
Location:7.8 MI N OF SH 29
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:5.9 ft. [1.8 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:44.6 ft. [13.6 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1963
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
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: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,120 [as of 2013]
Truck traffic:15% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:90.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Fair6 out of 10112090.8
May 2015Fair6 out of 10112090.5
May 2013Fair6 out of 10135090.5
August 2011Fair6 out of 10135085.8
August 2009Fair6 out of 10140086.0
October 2007Fair6 out of 10150086.0
October 2005Fair6 out of 10150087.0
January 2005Fair6 out of 10145092.5
February 2003Fair6 out of 10110092.5
April 2001Fair6 out of 10110092.5
October 1999Fair6 out of 10125092.5
October 1997Fair6 out of 10120092.5
November 1995Good7 out of 10120092.5
December 1993Good7 out of 10120085.6
January 1992Good7 out of 10105085.6