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GROVELAND DR. over HOLY WATER CREEK

Map

Coordinates:
+32.39690, -86.21897
32°23'49" N, 86°13'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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 2016

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]
Operating rating:52.0 tons [47.3 metric tons]
Inventory rating:31.1 tons [28.3 metric tons]
Sufficiency rating:94.2
Estimated cost of work:$856,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201694.2FairSatisfactorySatisfactorySatisfactory-590
September 201494.2FairSatisfactorySatisfactorySatisfactory-590
September 201275.5FairSatisfactorySatisfactorySatisfactory-590
September 201075.5FairSatisfactorySatisfactorySatisfactory-590
September 200875.5FairSatisfactorySatisfactorySatisfactory-590
September 200676.5FairGoodSatisfactoryGood-590
August 200476.5GoodGoodGoodGood-590
August 200276.5GoodGoodGoodGood-590
June 200076.5GoodGoodGoodGood-590
June 199876.6GoodGoodGoodGood-590
June 199676.5GoodGoodGoodGood-590
May 199476.5GoodGoodGoodGood-590
September 199274.5GoodGoodGoodGood-590
August 199081.5GoodGoodGoodGood-590