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SH 238 over DRAINAGE DITCH

Map

Coordinates:
+28.44678, -96.71576
28°26'48" N, 96°42'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 238 over DRAINAGE DITCH
Structure number:130290014405045
Location:9.34 MI S OF FM 1289
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Owner:State Highway Agency [01]
Year built:1961
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:870 [as of 2013]
Truck traffic:21% 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:97.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2018Fair6 out of 1087097.7
December 2016Good7 out of 1087097.7
December 2014Good7 out of 1093097.6
December 2010Good7 out of 1080097.8
December 2008Good7 out of 1083097.7
January 2005Fair6 out of 1099097.5
February 2001Good7 out of 1098098.5
April 1997Good7 out of 10105095.4
March 1995Good7 out of 1099095.5
February 1993Good7 out of 1092095.6
March 1991Good7 out of 1084095.7