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SUMMIT RIDGE DR over HILLSIDE

Map

Coordinates:
+34.09529, -118.42000
34°05'43" N, 118°25'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SUMMIT RIDGE DR over HILLSIDE
Structure number:53C1067
Location:100' E SUMMITRIDGE PL
Route classification:Collector (Urban) [17]
Length of largest span:20.0 ft. [6.1 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:13.5 ft. [4.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1927
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:6
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,256 [as of 2006]
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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:75.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$255,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016GoodGoodGoodGood125675.8
June 2012GoodGoodGoodGood125675.8
October 2010GoodGoodGoodGood75081.9
March 2007GoodGoodGoodGood75081.9
January 2006GoodGoodGoodGood75081.9
June 2000GoodGoodGoodGood72081.9
June 1998GoodGoodGoodGood72081.9
August 1995GoodVery GoodVery GoodVery Good72080.9
June 1993GoodVery GoodVery GoodVery Good72080.9
June 1991GoodVery GoodVery GoodVery Good72073.9