SH 163 over DRAW


+31.29187, -101.16297
31°17'31" N, 101°09'47" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 163 over DRAW
Structure number:071190164805012
Location:0.5 MI S OF RM 2469
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
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: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,160 [as of 2013]
Truck traffic:26% of total traffic
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:Equal to present minimum criteria [6]
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:89.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Good7 out of 10216089.7
June 2016Good7 out of 10216089.7
June 2014Good7 out of 1050097.5
June 2012Good7 out of 1050089.9
June 2010Good7 out of 1029091.8
July 2008Good7 out of 1034099.0
August 2006Good7 out of 1020097.8
November 2004Fair6 out of 1027099.7
August 2002Fair6 out of 1017099.7
October 2000Good7 out of 1016099.7
August 1998Fair6 out of 1017099.7
October 1996Good7 out of 1020099.7
September 1994Fair6 out of 1026099.7
July 1992Good7 out of 1015097.1
June 1990Good7 out of 1021097.1