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LIVE OAK ST over CORPORATION DITCH

Map

Coordinates:
+28.60912, -96.63252
28°36'33" N, 96°37'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LIVE OAK ST over CORPORATION DITCH
Structure number:130290B00445001
Location:0.1 MI NE OF SEADRIFT ST
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:6.9 ft. [2.1 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:970 [as of 2009]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:72.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Fair6 out of 1097072.6
November 2015Fair6 out of 1097072.4
November 2013Fair6 out of 1097072.4
December 2011Fair6 out of 1033075.5
December 2009Fair6 out of 1033075.7
January 2008Fair6 out of 1033075.7
January 2006Fair6 out of 1097072.6
January 2004Fair6 out of 1097072.4
April 2002Fair6 out of 1097072.4
July 2000Fair6 out of 1072075.4
July 1998Fair6 out of 1072075.4
June 1996Good7 out of 10110070.3
June 1994Good7 out of 10110070.4
May 1992Good7 out of 10110070.4
December 1989Good7 out of 10110082.5