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LAKESHORE DR over LAKE RAY HUBBARD TRIB

Map

Coordinates:
+32.92912, -96.46890
32°55'45" N, 96°28'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAKESHORE DR over LAKE RAY HUBBARD TRIB
Structure number:181990C00415001
Location:0.01 MI S OF SH 66
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:6,000 [as of 2011]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:60.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorGoodGoodPoor600060.8
September 2015GoodGoodGoodGood600073.5
September 2013GoodGoodGoodGood600073.5
October 2011GoodGoodGoodGood600082.3
October 2009GoodGoodGoodGood600082.3
December 2007GoodGoodGoodVery Good600082.3
December 2005GoodGoodGoodGood600073.8
December 2003GoodGoodGoodGood493576.1
December 2001FairSatisfactoryGoodGood493576.1
April 2000FairSatisfactoryGoodGood479074.1
April 1998GoodGoodGoodGood479074.1
June 1996GoodGoodGoodGood479074.1
August 1994GoodGoodGoodGood46784.4
May 1992GoodVery GoodGoodVery Good46796.0
November 1989GoodGoodGoodGood46794.0