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GROVELAND DR. over HOLY WATER CREEK

Montgomery County, Alabama

Map

Coordinates:
+32.39698, -86.21873
32°23'49" N, 86°13'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GROVELAND DR. over HOLY WATER CREEK
Structure number:008671
Old structure number:0000000651M0010 (from 1992 edition)
Location:0.2 MI E OF W CITY LIMITS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:34.1 ft. [10.4 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:590 [as of 1990]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:94.2
Estimated cost of work:$856,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory59094.2
September 2016FairSatisfactorySatisfactorySatisfactory59094.2
September 2014FairSatisfactorySatisfactorySatisfactory59094.2
September 2012FairSatisfactorySatisfactorySatisfactory59075.5
September 2010FairSatisfactorySatisfactorySatisfactory59075.5
September 2008FairSatisfactorySatisfactorySatisfactory59075.5
September 2006FairGoodSatisfactoryGood59076.5
August 2004GoodGoodGoodGood59076.5
August 2002GoodGoodGoodGood59076.5
June 2000GoodGoodGoodGood59076.5
June 1998GoodGoodGoodGood59076.6
June 1996GoodGoodGoodGood59076.5
May 1994GoodGoodGoodGood59076.5
September 1992GoodGoodGoodGood59074.5
August 1990GoodGoodGoodGood59081.5