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FAIRMOUNT AVE over ALDINE DRIVE

Map

Coordinates:
+32.76278, -117.09694
32°45'46" N, 117°05'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAIRMOUNT AVE over ALDINE DRIVE
Structure number:57C0420R
Location:1.2 MI S OF RTE 8
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:86.9 ft. [26.5 m]
Total length:188.0 ft. [57.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Skew angle:42°
Owner:City or Municipal Highway Agency [04]
Year built:1960
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:3
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:13,300 [as of 2008]
Truck traffic:1% of total traffic
Deck condition:Poor [4 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:109.0 tons [99.1 metric tons]
Inventory rating:65.6 tons [59.6 metric tons]
Sufficiency rating:65.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$967,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201665.6PoorPoorGoodGoodSD13300
September 201465.6PoorPoorVery GoodVery GoodSD13300
October 201265.6PoorPoorGoodGoodSD13300
March 201265.6PoorPoorGoodGoodSD13300
March 201065.8PoorPoorGoodGoodSD12800
October 200765.8PoorPoorGoodGoodSD12800
October 200565.8PoorPoorGoodGoodSD12800
February 200365.8PoorPoorGoodGoodSD12800
January 200170.8GoodGoodGoodGoodFO10900
March 199970.8GoodGoodGoodGoodFO10900
April 199670.5GoodGoodVery GoodVery GoodFO10900
March 199470.5GoodGoodVery GoodVery GoodFO10900
January 199270.5GoodGoodVery GoodVery GoodFO10900