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NUNES ST over CONCEPCION CREEK

Map

Coordinates:
+29.38918, -98.51866
29°23'21" N, 98°31'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NUNES ST over CONCEPCION CREEK
Structure number:150150B25080001
Location:0.10 MI N OF W THEO AVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:33.1 ft. [10.1 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Concrete continuous [2]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,060 [as of 2013]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
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 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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:82.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$225,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryGood106082.9
November 2015FairSatisfactorySatisfactoryGood106082.6
December 2013FairSatisfactorySatisfactoryGood106082.6
December 2011FairSatisfactorySatisfactoryGood106082.6
December 2009FairSatisfactorySatisfactoryGood106082.9
December 2007GoodGoodGoodGood106082.9
December 2005GoodGoodGoodGood121082.9
November 2003GoodGoodGoodGood121082.6
December 2001FairSatisfactoryGoodVery Good82083.7
November 1999GoodGoodGoodVery Good82083.7
November 1997GoodGoodGoodVery Good82072.4
June 1996GoodGoodGoodVery Good82069.7
April 1994GoodGoodGoodVery Good82069.7
December 1991GoodGoodVery GoodVery Good82076.7