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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:57C0420L
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:15.4 ft. [4.7 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 2014 

Status:Open, no restriction [A]
Average daily traffic:12,900 [as of 2008]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:108.7 tons [98.8 metric tons]
Inventory rating:65.6 tons [59.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:65.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$967,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201465.8Structurally deficientPoorVery GoodVery Good12900
October 201265.8Structurally deficientPoorGoodGood12900
March 201265.8Structurally deficientPoorGoodGood12900
March 201065.8Structurally deficientPoorGoodGood12800
October 200765.8Structurally deficientPoorGoodGood12800
October 200565.8Structurally deficientPoorGoodGood12800
February 200365.8Structurally deficientPoorGoodGood12800
January 200169.9Functionally obsoleteFairGoodGood10400
March 199971.0Functionally obsoleteGoodGoodGood10400
April 199670.7Functionally obsoleteGoodVery GoodVery Good10400
March 199470.7Functionally obsoleteGoodVery GoodVery Good10400
January 199270.7Functionally obsoleteGoodVery GoodVery Good10400