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LOUISE ST over PENA DRAW

Map

Coordinates:
+29.30864, -100.41251
29°18'31" N, 100°24'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOUISE ST over PENA DRAW
Structure number:221360B00100001
Location:0.10 MI SE OF GOVE ST
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:8.9 ft. [2.7 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:221 [as of 2013]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:87.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2016Fair6 out of 1022187.5
October 2014Fair6 out of 1026087.5
October 2012Good7 out of 1026087.5
November 2010Good7 out of 1026087.7
October 2008Fair6 out of 1026087.7
November 2006Fair6 out of 106087.8
October 2004Good7 out of 106087.5
November 2002Good7 out of 106087.5
February 2001Good7 out of 106087.5
February 1999Good7 out of 106089.5
September 1996Good7 out of 106089.5
July 1995Good7 out of 106083.6
July 1993Good7 out of 106083.6