+28.65149, -99.36944
28°39'05" N, 99°22'10" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 85 over CIBOLO CREEK
Structure number:150830030103015
Location:11.55 MI W OF IH 35
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:41.7 ft. [12.7 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Owner:State Highway Agency [01]
Year built:1925
Year reconstructed:1954
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:7
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,200 [as of 2013]
Truck traffic:29% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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:80.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2016Fair6 out of 10620080.1
December 2014Fair6 out of 10370084.6
December 2012Fair6 out of 10370085.6
December 2010Fair6 out of 10130089.0
January 2009Fair6 out of 10140088.9
January 2007Fair6 out of 10105091.9
January 2005Good7 out of 1082098.0
December 2002Good7 out of 10120097.5
October 2000Good7 out of 10120097.5
October 1998Good7 out of 10110097.7
July 1996Good7 out of 10120098.5
May 1994Good7 out of 10140096.0
December 1989Good7 out of 10145097.1