+29.73898, -103.16057
29°44'20" N, 103°09'38" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 385 over JAVELINA DRAW
Structure number:240220048502015
Location:36.1 MI S OF US 90
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:7.9 ft. [2.4 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:1987
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: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: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:90 [as of 2013]
Truck traffic:20% 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: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:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Fair6 out of 1090100.0
April 2015Fair6 out of 109098.0
May 2013Fair6 out of 1021098.0
May 2011Fair6 out of 1020098.0
May 2009Fair6 out of 1016098.0
May 2007Good7 out of 1019099.0
April 2005Good7 out of 10150100.0
March 2003Good7 out of 10270100.0
April 2001Good7 out of 10290100.0
June 1999Good7 out of 10280100.0
June 1997Good7 out of 10170100.0
June 1995Good7 out of 1044096.0
June 1993Good7 out of 10160100.0
May 1991Good7 out of 10210100.0