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STATE ROUTE 134 WB over ARBOR DELL HILLMONT UC

Map 

Coordinates:
+34.14500, -118.19667
34°08'42" N, 118°11'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 134 WB over ARBOR DELL HILLMONT UC
Structure number:53 2026L
Location:07-LA-134-R10.97-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:176.8 ft. [53.9 m]
Total length:1192.0 ft. [363.3 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1971
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:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:101,000 [as of 2009]
Truck traffic:3% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201680.8Functionally obsoleteVery GoodVery GoodVery Good101000
January 201483.8Functionally obsoleteGoodVery GoodGood101000
January 201283.8Functionally obsoleteGoodVery GoodGood101000
January 201083.7Functionally obsoleteSatisfactoryVery GoodGood102500
January 200883.7Functionally obsoleteSatisfactoryVery GoodGood102500
February 200683.7Functionally obsoleteSatisfactoryVery GoodGood102500
September 200383.7Functionally obsoleteSatisfactoryVery GoodGood102500
December 200286.1Functionally obsoleteSatisfactoryVery GoodGood100500
September 200186.1Functionally obsoleteFairVery GoodGood89650
September 199986.1Functionally obsoleteFairVery GoodGood89650
September 199786.1Functionally obsoleteFairVery GoodGood89650
November 199556.8Structurally deficientVery GoodVery GoodPoor86050
September 199256.7Structurally deficientVery GoodVery GoodPoor87300
November 198985.0Not deficientVery GoodVery GoodVery Good87300