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N5-E8 & MORENA,MOR over MORENA BLVD

Map 

Coordinates:
+32.75972, -117.19778
32°45'35" N, 117°11'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N5-E8 & MORENA,MOR over MORENA BLVD
Structure number:57 0317G
Location:11-SD-005-R20.05-SD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:75.1 ft. [22.9 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1969
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:23,800 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Poor [4 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:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:74.1 tons [67.4 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:87.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201587.2Structurally deficientPoorVery GoodVery Good23800
October 201389.3Not deficientFairSatisfactoryGood23800
November 200990.4Not deficientSatisfactorySatisfactoryGood23800
January 200890.4Not deficientSatisfactorySatisfactoryGood23800
January 200690.4Not deficientSatisfactorySatisfactoryGood23800
October 200391.4Not deficientGoodGoodGood23800
October 200191.4Not deficientGoodGoodGood23800
November 199991.4Not deficientGoodGoodGood23800
October 199391.6Not deficientVery GoodVery GoodVery Good23800
October 199191.6Not deficientVery GoodVery GoodVery Good23800