S5-10TH AV OFF RAM over ROUTE 163 SB


+32.72278, -117.15528
32°43'22" N, 117°09'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:S5-10TH AV OFF RAM over ROUTE 163 SB
Structure number:57 0386K
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:100.1 ft. [30.5 m]
Total length:250.0 ft. [76.2 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:7,400 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:99.1 tons [90.1 metric tons]
Inventory rating:59.5 tons [54.1 metric tons]
Sufficiency rating:95.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201595.3Not deficientVery GoodVery GoodVery Good7400
November 201395.3Not deficientGoodGoodGood7400
December 201195.3Not deficientGoodGoodGood7400
December 200995.5Not deficientGoodSatisfactoryGood5100
February 200894.5Not deficientFairSatisfactoryGood5100
March 200694.5Not deficientFairSatisfactoryGood5100
October 200391.5Functionally obsoleteGoodGoodGood5100
November 200189.5Functionally obsoleteGoodGoodGood5100
November 199989.5Functionally obsoleteGoodGoodGood5100
May 199889.5Functionally obsoleteGoodGoodGood5100
September 199590.6Functionally obsoleteGoodVery GoodVery Good17000
November 199190.6Functionally obsoleteGoodVery GoodVery Good17000