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CHERRY AVE. over I-22

Map 

Coordinates:
+33.59417, -86.90861
33°35'39" N, 86°54'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHERRY AVE. over I-22
Structure number:017879
Location:CHERRY AVE OVER I-22
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:125.0 ft. [38.1 m]
Total length:400.0 ft. [121.9 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:39.4 tons [35.8 metric tons]
Sufficiency rating:99.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,585,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201599.6Not deficientGoodGoodGood1000
April 201399.6Not deficientGoodGoodGood1000
April 201199.6Not deficientGoodGoodGood1000
April 200999.6Not deficientGoodVery GoodGood1000
May 200799.6Not deficientGoodVery GoodGood1000
May 200599.6Not deficientVery GoodVery GoodVery Good1000