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HOLMES AVE over UAH LOOP

Map

Coordinates:
+34.72977, -86.60152
34°43'47" N, 86°36'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:HOLMES AVE over UAH LOOP
Structure number:009631
Old structure number:0000001145M0050 (from 1992 edition)
Location:HOLMES AVE * UAH LOOP
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:58.1 ft. [17.7 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:52.5 ft. [16.0 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1968
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:Steel [3]
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: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,900 [as of 2015]
Truck traffic:1% of total traffic
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:29.8 tons [27.1 metric tons]
Sufficiency rating:72.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,911,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201672.7FairSatisfactorySatisfactoryGoodFO9900
October 201472.0FairSatisfactoryGoodGoodFO15000
October 201272.3FairSatisfactoryGoodGoodFO12500
October 201072.4FairSatisfactoryGoodGoodFO12200
October 200872.4FairSatisfactoryGoodGoodFO12200
January 200772.6FairSatisfactoryGoodGoodFO10900
January 200572.6GoodGoodGoodGoodFO10900
January 200372.9GoodGoodGoodGoodFO8300
August 200072.9GoodGoodGoodGoodFO8300
February 199973.0GoodGoodGoodGoodFO8300
January 199769.8GoodGoodGoodGoodFO8250
February 199570.0GoodGoodGoodGoodFO8200
March 199370.0GoodGoodGoodGoodFO8100
March 199160.5GoodGoodGoodGoodFO8000