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LP 166 (SPRING ST) over PENA DRAW

Map

Coordinates:
+29.30783, -100.41306
29°18'28" N, 100°24'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LP 166 (SPRING ST) over PENA DRAW
Structure number:221360002307075
Location:1.20 MI E OF US 90
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:5.9 ft. [1.8 m]
Total length:20.0 ft. [6.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:State Highway Agency [01]
Year built:1939
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: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:497 [as of 2016]
Truck traffic:28% 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: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:86.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2018Fair6 out of 1049786.7
September 2016Fair6 out of 1048086.5
September 2014Fair6 out of 1035087.5
September 2012Fair6 out of 1035087.5
October 2010Fair6 out of 1027087.8
October 2008Fair6 out of 1037087.8
November 2006Fair6 out of 1036085.8
December 2004Fair6 out of 1033085.5
February 2001Fair6 out of 1044092.0
January 1999Fair6 out of 1038095.0
October 1996Fair6 out of 1034096.0
August 1994Fair6 out of 1037095.0
April 1990Good7 out of 1036092.1