RTE 134 over ROUTES 101 & 170, RNERSD


+34.15333, -118.37333
34°09'12" N, 118°22'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 134 over ROUTES 101 & 170, RNERSD
Structure number:53 1339F
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:113.9 ft. [34.7 m]
Total length:758.9 ft. [231.3 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed: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:9
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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:90,000 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:94.1 tons [85.5 metric tons]
Inventory rating:56.7 tons [51.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201481.0Functionally obsoleteSatisfactoryGoodGood90000
March 201281.0Functionally obsoleteSatisfactoryGoodGood90000
June 201081.0Functionally obsoleteSatisfactoryGoodGood90000
March 200884.6Functionally obsoleteSatisfactoryGoodGood63401
March 200684.6Functionally obsoleteSatisfactoryGoodGood63401
March 200484.6Functionally obsoleteSatisfactoryGoodGood63401
April 200289.1Not deficientSatisfactoryGoodGood63401
April 200089.1Not deficientSatisfactoryGoodGood63401
20000.0Not applicable---115000
March 199688.5Not deficientGoodGoodGood63401
August 199488.5Not deficientGoodGoodGood63401
May 199086.8Not deficientGoodGoodGood75000