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E2-E134 CONNECTOR over COLORADO BLVD

Map 

Coordinates:
+34.14333, -118.22667
34°08'36" N, 118°13'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E2-E134 CONNECTOR over COLORADO BLVD
Structure number:53 1915G
Location:07-LA-002-R18.52-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:191.9 ft. [58.5 m]
Total length:194.9 ft. [59.4 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:14,105 [as of 2014]
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:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201597.7Not deficientVery GoodVery GoodVery Good14105
December 201397.7Not deficientSatisfactoryVery GoodGood14105
December 201197.7Not deficientSatisfactoryVery GoodGood14105
December 200997.7Not deficientSatisfactoryVery GoodGood14105
April 200897.7Not deficientSatisfactoryVery GoodGood14105
September 200697.7Not deficientSatisfactoryVery GoodGood14105
July 200497.7Not deficientSatisfactoryVery GoodGood14105
September 200297.7Not deficientSatisfactoryVery GoodGood14105
October 200096.6Not deficientFairVery GoodGood14105
July 199897.7Not deficientSatisfactoryVery GoodGood14105
August 199697.9Not deficientVery GoodVery GoodVery Good14105
September 199498.2Not deficientVery GoodVery GoodVery Good11200
June 199298.2Not deficientVery GoodVery GoodVery Good11200