RTE 118/5 SEP over RTE 118/5 SEP


+34.26500, -118.44167
34°15'54" N, 118°26'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RTE 118/5 SEP over RTE 118/5 SEP
Structure number:53 2324L
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:113.9 ft. [34.7 m]
Total length:228.0 ft. [69.5 m]
Roadway width between curbs:64.3 ft. [19.6 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:28°
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]
Number of main spans:2
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:102,500 [as of 1999]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:89.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201489.3Not deficientSatisfactoryVery GoodGood102500
June 201289.3Not deficientSatisfactoryVery GoodGood102500
December 201089.3Not deficientSatisfactoryVery GoodGood102500
June 200889.3Not deficientSatisfactoryVery GoodGood102500
August 200689.3Not deficientGoodVery GoodGood102500
January 200589.3Not deficientGoodVery GoodGood102500
January 200392.5Not deficient-Very GoodGood68500
March 200190.9Not deficient-Very GoodGood85150
January 199990.9Not deficient-Very GoodGood85150
January 199794.4Not deficient-Very GoodGood48750
January 199595.3Not deficientVery GoodVery GoodVery Good48750
January 199395.4Not deficientVery GoodVery GoodVery Good48000
June 199195.4Not deficientVery GoodVery GoodVery Good48000